Widget #NaN: support_center_article
Name: Release notes IDEA StatiCa Concrete 20 - Introduction
ID: 3e6d553a-be98-4b74-8e17-da1b7c19d8c1
Show Raw Data
{
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Introdução"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2020-05-26T00:00:00Z",
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A nova versão do IDEA StatiCa chegou! É a maior implementação de feedback e sugestões de clientes que tivemos em anos. E isso significa muito – o IDEA StatiCa é utilizado por mais de 3500 clientes que partilham mais de 4000 projetos únicos do IDEA StatiCa <strong>todos os meses</strong>. A versão 20 vem com a extensão da funcionalidade existente e traz principalmente novas funcionalidades que mudam a abordagem ao dimensionamento e à verificação normativa de áreas parcialmente carregadas de estruturas de betão.</p>\n<p>Os destaques desta versão são:</p>\n<ul>\n <li>Modelos paramétricos de diafragmas</li>\n <li>Áreas parcialmente carregadas</li>\n <li>Anexo Nacional do Reino Unido</li>\n</ul>\n<p>Tudo isto com verificações precisas da resistência do betão e da armadura, tensões e deformações. Tudo o que a norma exige, com resultados claramente visualizados para uma melhor compreensão do comportamento estrutural.</p>\n<p>Como passámos do número 10 para o 20? A razão é simples – alinhar a numeração com a contagem dos anos.</p>\n<p>Esperamos que aprecie todas as nossas novas funcionalidades e melhorias e adoraríamos receber o seu feedback a qualquer momento. </p>\n<p>Calcule as estimativas de ontem!</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Concrete Topics",
"codename": "calculation_methods"
},
{
"name": "Diaphragms",
"codename": "diaphragms"
},
{
"name": "Load effects",
"codename": "load_effects"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "introduction-concrete"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"introduction-concrete\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:48</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
}Widget #NaN: support_center_article
Name: RN 20.0: New licensing system
ID: 3469eafc-6ee0-4388-823f-5a32409eedcc
Show Raw Data
{
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Novo sistema de licenciamento"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "c8f006aa-3cbf-49ef-805e-29bcb6893935",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg",
"height": 947,
"width": 552
},
{
"description": null,
"imageId": "883b3bdf-6d94-49a8-9745-83c822e8a756",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg",
"height": 600,
"width": 350
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>O novo sistema de licenciamento online da IDEA StatiCa foi implementado. É baseado em conta, o que significa que tudo o que precisa para iniciar o IDEA StatiCa 20 é inserir o seu nome de utilizador (por defeito, um e-mail) e palavra-passe.</p>\n<p>Porquê?</p>\n<ul>\n <li>Os nossos clientes tinham dificuldades com a logística relacionada com códigos de licença, ficheiros de licença e dongles.</li>\n <li>A licença da IDEA StatiCa podia ser corrigida sem a cooperação do utilizador final (reativação, etc.).</li>\n <li>Os nossos clientes tinham de implementar a licença de rede nos seus servidores.</li>\n <li>A licença empresarial não podia ser facilmente partilhada com colaboradores em deslocação ou em teletrabalho</li>\n</ul>\n<p>O novo sistema de licenciamento online da IDEA StatiCa resolve todos estes problemas e muito mais. Tudo é fornecido numa cloud da IDEA StatiCa robusta e segura, para a qual os utilizadores precisam apenas de uma coisa para aceder – o seu nome de utilizador (por defeito, um e-mail) e palavra-passe.</p>\n<p>Como funciona a licença online?</p>\n<ul>\n <li>A instalação da IDEA StatiCa verifica regularmente com o servidor de licenças da IDEA StatiCa para atualizar a licença e verificar a configuração do produto.</li>\n <li>Os utilizadores da IDEA StatiCa não precisam de estar online permanentemente. A licença funcionará durante 72 horas sem ligação à internet. Após esse período, é necessário ligar ao servidor de licenciamento.</li>\n <li>Os administradores, bem como os utilizadores finais, podem visualizar/editar a licença através do portal de clientes da IDEA StatiCa, um backend online com os seus dados de licenciamento</li>\n</ul>\n<figure data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg\" data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" alt=\"\"></figure>\n<h4>Como configurar a versão 20 da IDEA StatiCa</h4>\n<ul>\n <li>Cada cliente da IDEA StatiCa tem um endereço de e-mail principal no nosso sistema (confirmado numa encomenda anterior)</li>\n <li>Com o lançamento da versão 20, a IDEA StatiCa enviará as credenciais de administrador para este e-mail. A licença terá direitos com base nos produtos adquiridos e no número de utilizadores.</li>\n <li>Os administradores podem então adicionar e remover outros utilizadores na organização</li>\n <li>Cada utilizador na organização pode utilizar apenas o tipo selecionado de produtos IDEA StatiCa</li>\n</ul>\n<figure data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg\" data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" alt=\"\"></figure>\n<p><em>Gestor de licenças da IDEA StatiCa</em></p>\n<h4>Aviso de migração</h4>\n<ul>\n <li>A IDEA StatiCa 20 tem apenas uma forma de licenciar e iniciar – o novo sistema de licenciamento online.</li>\n <li>Os sistemas de licenciamento antigos (Eleckey, HASP) das versões até 10.1 permanecem inalterados e funcionais. Os direitos vitalícios (agora designados \"Perpétuos\") funcionarão indefinidamente, mas o seu suporte técnico será encerrado em <strong>30. 6. 2021</strong>. Após esta data, reposições de licença, reativações e outro suporte de licenciamento deixarão de ser fornecidos. Certifique-se de que a sua organização migra para a versão 20 o mais brevemente possível.</li>\n</ul>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Licensing",
"codename": "licensing"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Licensing",
"codename": "licensing"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "new-licensing-system"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"new-licensing-system\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:47</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
}IDEA StatiCa Detail
Widget #NaN: support_center_article
Name: RN 20.0: Parametric diaphragms templates
ID: ba0afcf0-3bb6-4cac-bd9d-7f3ac26d9e3d
Show Raw Data
{
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Modelos paramétricos de diafragmas"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "parametric diaphragm templates.png",
"description": null,
"type": "image/png",
"size": 142758,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0d22700e-9c02-430a-ab98-3b30ed27a2b0/parametric%20diaphragm%20templates.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Os modelos paramétricos de diafragmas permitem aos engenheiros um dimensionamento mais rápido e, principalmente, a otimização da forma através de parâmetros predefinidos. Isto pode ser um benefício crucial para a poupança de material e de tempo de cada engenheiro.</p>\n<p>Desenvolvemos modelos paramétricos de diafragmas de pontes. Os utilizadores podem facilmente alterar a geometria do modelo, como a largura, a altura, a inclinação das arestas e muitos outros parâmetros. Graças a isto, os utilizadores obtêm a forma desejada e alcançam a máxima utilização do betão. O principal benefício é que a otimização da forma pode ser realizada em minutos e sem limites no dimensionamento. Se não encontrar a forma desejada nos modelos, pode sempre utilizar a opção de definir uma forma geral através de uma referência DXF.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "Diaphragms",
"codename": "diaphragms"
},
{
"name": "Bridges",
"codename": "bridges"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "parametric-diaphragms-templates"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"parametric-diaphragms-templates\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Modelos paramétricos de diafragmas"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Os modelos paramétricos de diafragmas permitem aos engenheiros um dimensionamento mais rápido e, principalmente, a otimização da forma através de parâmetros predefinidos."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:07</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
}Widget #NaN: support_center_article
Name: Partially loaded areas
ID: bc5b5556-856a-4f0d-8f32-c4e2de75e237
Show Raw Data
{
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Áreas parcialmente carregadas"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Partially loaded areas.png",
"description": null,
"type": "image/png",
"size": 105195,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3a60077b-3642-4e6c-b93e-e264a9f4609e/Partially%20loaded%20areas.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Este artigo é dedicado ao tema da área parcialmente carregada."
},
"content": {
"images": [
{
"description": null,
"imageId": "3ab51e56-2e14-40b7-9f70-7ee929f7adeb",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG",
"height": 772,
"width": 1704
},
{
"description": null,
"imageId": "b72f7533-5eae-4ccc-8386-af616f712ff6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG",
"height": 556,
"width": 685
},
{
"description": null,
"imageId": "db666445-daab-4bbd-8f4c-dd0917b61eba",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png",
"height": 1049,
"width": 3910
},
{
"description": null,
"imageId": "802e353e-22eb-4418-a1c6-c7c47e4f890c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png",
"height": 566,
"width": 1207
},
{
"description": null,
"imageId": "62cc432f-b87c-4de2-b8ca-afd16981510a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png",
"height": 523,
"width": 1818
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<h2>Armadura em Área Parcialmente Carregada</h2>\n<p>É possível dimensionar a armadura na área parcialmente carregada de forma mais eficiente desde a versão 20.1. As barras de armadura fazem parte do modelo CSFM, e a aderência entre o betão e as barras é tratada como perfeita. </p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"\"></figure>\n<h2>Sobre a Área Parcialmente Carregada</h2>\n<p>Esta funcionalidade é adequada principalmente para engenheiros estruturais de pré-fabricação e pontes que lidam com reações significativas nos apoios ou forças de pré-esforço concentradas provenientes dos tendões nas vigas. O benefício está além de um dimensionamento não conservador, permitindo poupar material e custos.</p>\n<p>Foi desenvolvida uma abordagem para tratar o estado de tensão triaxial em áreas parcialmente carregadas. Nestas áreas, o esmagamento do betão é admitido, e a resistência do betão à compressão pode ser aumentada devido ao confinamento transversal de acordo com as normas em vigor (Eurocódigo). O aumento da resistência pode atingir até 3 vezes a resistência à compressão em cilindro do betão.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>A área parcialmente carregada pode ser encontrada em qualquer estrutura. Alguns exemplos típicos são os diafragmas de pontes com uma área acima dos apoios, áreas sob a âncora, ou carga concentrada na extremidade da parede. As áreas parcialmente carregadas são dimensionadas de acordo com os requisitos do Eurocódigo e são simultaneamente condicionadas pela geometria do modelo (aberturas, espessura, bordos, variação abrupta da secção transversal).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"\"></figure>\n<p>O aumento da resistência do betão pode ser considerado se o confinamento for mantido. Devido a esta condição, barras de armadura são automaticamente adicionadas para satisfazer a condição relativa ao confinamento e às disposições do Eurocódigo.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>Esta funcionalidade garante que os modelos convergem e cumprem simultaneamente os critérios de dimensionamento das normas em vigor (Eurocódigo). O método implementado é independente da malha de elementos finitos. <strong>A capacidade resistente é aumentada com</strong> a <strong>variação da área de betão. A consequência deste estado é uma tensão constante ao longo da altura de um cone. </strong>As escoras fictícias dispersas afetam artificialmente a rigidez do cone e redistribuem corretamente a tensão transversal que surge nesta área. A densidade de cada escora dispersa aumenta na direção da carga aplicada.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>As limitações conhecidas decorrem das normas em vigor no Eurocódigo.</p>\n<ul>\n <li>Os cones não podem coincidir</li>\n <li>A área A<sub>c1</sub> e A<sub>c0 </sub>situam-se na resultante da força atuante</li>\n</ul>\n<p><br></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"geometry_types_in_detail",
"bridge___sample_projects",
"basic_assumptions_of_csfm",
"dimenzovani_zb_konstrukci_podle_csfm"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Tipos de geometria em Detail"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "RC-D_03_00_KBA.png",
"description": null,
"type": "image/png",
"size": 28599,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/efbe3baa-8ae2-421e-9231-de0b02b37f99/RC-D_03_00_KBA.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "A aplicação Detail distingue cinco tipos de geometria com base na topologia da estrutura selecionada. Vejamos cada um deles."
},
"content": {
"images": [
{
"description": null,
"imageId": "b151040d-4d6d-4e20-a297-670e3af4cd71",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "9a09f87a-31c4-4c32-a44d-2b30d868869d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "d33c995d-190c-43f5-9dfb-589a025b24b7",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "b6fe80b6-3a1d-434b-a35e-4635c8362f1c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png",
"height": 1152,
"width": 1920
},
{
"description": null,
"imageId": "bc162bb5-9685-4cba-b26b-60417fccf05b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png",
"height": 1152,
"width": 1920
},
{
"description": null,
"imageId": "025d3df2-ffe0-4c71-9bde-f5837421ae1a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png",
"height": 1103,
"width": 1920
},
{
"description": null,
"imageId": "9bd9525d-f0b9-477c-97b6-b7d1ab6365a3",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "99f9f30d-cc57-4dea-981c-f8d76092acbc",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "55bb8184-6fc9-4567-81af-fca818c4f5b7",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png",
"height": 420,
"width": 640
},
{
"description": null,
"imageId": "d721402b-14ac-4807-aef2-f668dd9f3166",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "2f0b6e92-12e9-4d0e-9ca1-694c0b540aae",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png",
"height": 1090,
"width": 1920
},
{
"description": null,
"imageId": "c5edd940-03b8-45d5-b727-8c7519191be0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "7c4d9fea-76b9-4de6-9399-7946e1351c95",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png",
"height": 680,
"width": 1972
},
{
"description": null,
"imageId": "e4670a1e-0b30-4707-b708-7858eb147bae",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png",
"height": 1099,
"width": 1920
},
{
"description": null,
"imageId": "a10dccd9-755e-4463-ab21-21803ae67e73",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png",
"height": 771,
"width": 1478
},
{
"description": null,
"imageId": "3c3913eb-ffb0-4e02-8ae8-59a315d449a5",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png",
"height": 1160,
"width": 1920
}
],
"linkedItemCodenames": [
"n6719e4aa_94d6_01e5_0239_add52d63657f"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Experimente o IDEA StatiCa gratuitamente"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": "Inicie o seu período de avaliação hoje e usufrua de 14 dias de acesso completo e serviços sem qualquer custo."
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Iniciar avaliação gratuita"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page_role_navigation"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Comece gratuitamente"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": ""
},
"breadcrumbs_page_title": {
"name": "Breadcrumbs page title",
"type": "text",
"value": ""
},
"breadcrumbs_parent": {
"name": "Breadcrumbs parent",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Selecione a sua função abaixo e enviaremos a licença gratuita do IDEA StatiCa adequada às suas necessidades.</p>"
},
"shared_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "portal_dashboard_landing_page",
"linkId": "2f0412c5-5b52-423c-a352-8af4da02be92",
"urlSlug": "dashboard",
"type": "portal_landing_page"
}
],
"name": "Shared content",
"type": "rich_text",
"value": "<h3>Já tem uma conta? <a data-item-id=\"2f0412c5-5b52-423c-a352-8af4da02be92\" href=\"\">Iniciar sessão</a></h3>"
},
"design": {
"name": "Design",
"type": "multiple_choice",
"value": []
},
"header_link": {
"name": "Header link",
"type": "text",
"value": ""
},
"header_content_item_link": {
"name": "Header Content Item Link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_cross_links": {
"name": "Header cross links",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Header content",
"type": "rich_text",
"value": "<p><br></p>"
},
"header_title": {
"name": "Header title",
"type": "text",
"value": ""
},
"header_alignment": {
"name": "Header alignment",
"type": "multiple_choice",
"value": []
},
"header_button_text": {
"name": "Header button text",
"type": "text",
"value": ""
},
"is_breadcrumbs_hidden": {
"name": "Hide breadcrumbs",
"type": "multiple_choice",
"value": []
},
"header_background_image": {
"name": "Background image",
"type": "asset",
"value": []
},
"header_background_image_effects": {
"name": "Background image effect",
"type": "multiple_choice",
"value": []
},
"is_header_full_height": {
"name": "Small height header",
"type": "multiple_choice",
"value": []
},
"header_background_video": {
"name": "Background video",
"type": "asset",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "role-navigation"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"role-navigation\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Teste Gratuito de 14 Dias"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Obtenha a licença gratuita mais adequada às suas necessidades. Para utilizadores empresariais, oferecemos uma licença de teste gratuita de 14 dias; os estudantes podem usufruir de uma licença educacional de 1 ano."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 12.6.2026 10:56</li>\n <li>de-DE: Translated on 29.5.2026 12:38</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 12.6.2026 11:05</li>\n <li>fr-FR: Translated on 12.6.2026 10:59</li>\n <li>hu-HU: Translated on 29.5.2026 16:20</li>\n <li>it-IT: Translated on 12.6.2026 11:02</li>\n <li>ko-KR: Translated on 29.5.2026 20:38</li>\n <li>nl-NL: Translated on 12.6.2026 11:08</li>\n <li>pl-PL: Translated on 29.5.2026 18:25</li>\n <li>pt-PT: Translated on 12.6.2026 11:11</li>\n <li>ro-RO: Translated on 29.5.2026 17:04</li>\n <li>ru-RU: Translated on 29.5.2026 17:45</li>\n <li>th-TH: Translated on 29.5.2026 19:46</li>\n <li>tr-TR: Translated on 29.5.2026 22:06</li>\n <li>vi-VN: Translated on 29.5.2026 21:20</li>\n <li>zh-CN: Translated on 29.5.2026 19:06</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "landing_page_role_navigation",
"collection": "default",
"id": "0c872071-6a3f-4b99-8cd4-66440db9cc0d",
"language": "pt-PT",
"lastModified": "2026-06-12T09:11:24.3918348Z",
"name": "Free trial / EDU license request – Role-navigation",
"sitemapLocations": [],
"type": "landing_page",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n6719e4aa_94d6_01e5_0239_add52d63657f",
"collection": "default",
"id": "6719e4aa-94d6-01e5-0239-add52d63657f",
"language": "pt-PT",
"lastModified": "2026-04-15T11:48:18.9024218Z",
"name": "6719e4aa-94d6-01e5-0239-add52d63657f",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "types_of_supports_in_idea_statica_detail__csfm_",
"linkId": "5a121972-f384-4f14-8788-9da298e1aae1",
"urlSlug": "types-of-supports-in-idea-statica-detail",
"type": "support_center_article"
},
{
"codename": "theoretical_background_detail___load_transfer_at_t",
"linkId": "aa1a5fc8-a069-4196-9c2e-cde472068193",
"urlSlug": "2-3-load-transfer-at-trimmed-ends-of-beams",
"type": "support_center_article"
},
{
"codename": "theoretical_background_detail___geometric_modifica",
"linkId": "5cff133b-460c-4bf2-94c2-3957a7b88e47",
"urlSlug": "2-4-geometric-modification-of-cross-sections",
"type": "support_center_article"
},
{
"codename": "theoretical_background_detail___supports_and_load_",
"linkId": "50ed723b-9b87-4870-a69f-e05b5a8a8150",
"urlSlug": "2-2-supports-and-load-transmitting-components",
"type": "support_center_article"
},
{
"codename": "how_to_model_a_detail_with_two_trimmed_ends_compos",
"linkId": "7e9198c1-d161-5c59-9e9b-aed2c2a00408",
"urlSlug": "how-to-model-a-detail-with-two-trimmed-ends-composed-of-two-cross-sections",
"type": "blog_post"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>Parede</h2>\n<p>A parede é a entidade mais geral que pode ser definida no modelo. Existem vários casos para os quais pode utilizar este detalhe. Chegou o momento de explicar como. </p>\n<p>Em primeiro lugar, vamos falar sobre a forma do elemento. A forma da parede pode ser definida como:</p>\n<ul>\n <ul>\n <li><strong>Retangular</strong> </li>\n </ul>\n</ul>\n<p>Utilizando esta opção, basta definir a largura, altura, espessura do elemento e, se necessário, o desvio na direção X em relação ao canto superior esquerdo e direito.</p>\n<figure data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png\" data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" alt=\"\"></figure>\n<ul>\n <ul>\n <li><strong>Polígono</strong></li>\n </ul>\n</ul>\n<p>Se necessitar de uma topologia mais complexa, a forma Polígono é a solução. A geometria pode ser definida selecionando o botão Editar forma na janela de dados e, em seguida, no assistente, utilizando coordenadas nas direções X e Z em relação ao sistema de coordenadas global. Pode adicionar novas linhas ou eliminar as existentes clicando com o botão direito do rato na tabela de coordenadas.</p>\n<figure data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png\" data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" alt=\"\"></figure>\n<ul>\n <ul>\n <li><strong>Importar DXF</strong> </li>\n </ul>\n</ul>\n<p>No caso de ter uma forma complexa da estrutura ou desenhos já concluídos, pode utilizar a funcionalidade de importação a partir de ficheiro DXF para definir rapidamente a geometria. </p>\n<figure data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png\" data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" alt=\"\"></figure>\n<p>Basta clicar no botão Importar DXF, selecionar o ficheiro do seu armazenamento e começar a selecionar o contorno da estrutura. Pode fazê-lo escolhendo as linhas individualmente na janela gráfica principal, ou apenas uma única linha e clicando no botão Consecutivo na faixa de opções superior.</p>\n<figure data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png\" data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" alt=\"\"></figure>\n<p>No assistente, pode utilizar todo o potencial das funcionalidades da faixa de opções superior - é possível alterar as unidades, distinguir três planos - XY, XZ e YZ nos quais o desenho é realizado, definir tolerâncias e discretização de linhas curvas, numeração de entidades e adicionar aberturas diretamente. Além disso, quando cometer um erro, pode desfazer os passos e limpar a seleção.</p>\n<figure data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png\" data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" alt=\"\"></figure>\n<p>Além disso, pode até importar a geometria juntamente com a armadura!</p>\n<p>Agora, vamos resumir as informações mais importantes que precisa de saber para uma correta definição do elemento parede.</p>\n<ul>\n <li>Todos os tipos de <a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>apoios</strong></a> e <strong>dispositivos de transferência</strong> podem ser utilizados para este tipo de geometria.</li>\n <li>Não é possível adicionar uma <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>extremidade cortada</strong></a> da parede; a estrutura deve ser definida na sua totalidade. </li>\n <li>Todos os tipos de <strong>aberturas</strong> podem ser aplicados.</li>\n <li>Por último, mas não menos importante, o elemento parede deve ter uma <strong>espessura</strong> constante.</li>\n</ul>\n<p>O modelo completo pode ser constituído por vários elementos separados. O software irá ligá-los automaticamente. A junta entre as paredes deve estar isenta de folgas. Além disso, é possível definir espessuras diferentes para cada elemento de parede utilizado no projeto. Veja o exemplo na imagem abaixo.</p>\n<figure data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png\" data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" alt=\"\"></figure>\n<h2>Viga</h2>\n<p>Este elemento pode ser utilizado para vários tipos de vigas. Cabe ao utilizador decidir se pretende modelar e analisar a viga completa ou apenas focar-se numa área específica - a região de descontinuidade - utilizando a opção de extremidade cortada.</p>\n<figure data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png\" data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" alt=\"\"></figure>\n<p><em>Exemplo de uma viga de sela completa com aberturas</em></p>\n<p><br></p>\n<p>Suponha que já projetou e verificou a armadura nas regiões B e pretende focar-se apenas nas regiões de descontinuidade da viga, sem despender tempo adicional a modelar a viga completa. Sem problema! Neste caso, recomenda-se modelar a viga com extremidade cortada.</p>\n<p>A viga pode ser cortada em:</p>\n<ul>\n <li><strong>Início</strong></li>\n <li><strong>Fim</strong></li>\n <li>Ou em <strong>ambos</strong> o início e o fim simultaneamente</li>\n</ul>\n<figure data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png\" data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" alt=\"\"></figure>\n<p><em>Exemplo de uma viga com extremidade cortada</em></p>\n<p><br></p>\n<p>Ao modelar uma viga, pode selecionar uma das <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\">secções transversais</a> pré-definidas da biblioteca.</p>\n<figure data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png\" data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" alt=\"\"></figure>\n<p>A viga é definida como um elemento 2D. A secção transversal da viga é utilizada apenas para definir as espessuras adequadas. </p>\n<p>Vejamos o resumo para elementos de viga:</p>\n<ul>\n <li>Todos os tipos de <a data-item-id=\"50ed723b-9b87-4870-a69f-e05b5a8a8150\" href=\"\"><strong>apoios</strong></a> e <strong>dispositivos de transferência</strong> podem ser utilizados para este tipo de geometria.</li>\n <li>A viga pode ser <a data-item-id=\"7e9198c1-d161-5c59-9e9b-aed2c2a00408\" href=\"\"><strong>cortada</strong></a><strong> </strong>no início, no fim ou em ambos simultaneamente. </li>\n <li>Todos os tipos de <strong>aberturas</strong> podem ser aplicados.</li>\n <li>A estrutura pode ter <strong>mísulas</strong> - basta selecionar a caixa de verificação na janela de dados e definir os parâmetros.</li>\n</ul>\n<figure data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png\" data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" alt=\"\"></figure>\n<h2>Nó de canto</h2>\n<p>Um nó de canto é um tipo de junta de pórtico - basicamente a região D mais utilizada. Por vezes, podem ser subestimados no projeto. No entanto, é importante prestar-lhes atenção. E isso pode ser fácil quando se dispõe de uma ferramenta poderosa como a aplicação IDEA StatiCa Detail. </p>\n<p>O que é importante saber?</p>\n<ul>\n <li>Tal como no caso do elemento viga, o nó de canto também é definido utilizando uma <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\"><strong>secção transversal</strong></a> selecionada da biblioteca. </li>\n <li>Em comparação com os tipos parede e viga, não é possível definir apoios. Apenas é permitida a utilização de <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>extremidades cortadas</strong></a> ou <strong>extremidades livres</strong> neste caso. No entanto, todos os tipos de dispositivos de transferência de carga podem ser aplicados à estrutura.</li>\n <li>Todos os tipos de <strong>aberturas</strong> podem ser aplicados.</li>\n <li>A estrutura pode ter <strong>mísulas</strong> - basta selecionar a caixa de verificação na janela de dados e definir os parâmetros. Além disso, os elementos podem ser <strong>inclinados</strong> pelo ângulo pretendido. </li>\n</ul>\n<figure data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png\" data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" alt=\"\"></figure>\n<p>A geometria do nó de canto pode variar. Na aplicação Detail, pode selecionar entre três opções para definir a mais adequada.</p>\n<figure data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png\" data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" alt=\"\"></figure>\n<p>Para ver em ação, consulte a imagem abaixo. Estas três estruturas foram criadas utilizando as mesmas definições, apenas com diferentes tipos de junta.</p>\n<figure data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png\" data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" alt=\"\"></figure>\n<h2>Nó em cruz</h2>\n<p>Esta opção é idêntica ao nó de canto. Para as características, consulte o parágrafo anterior.</p>\n<figure data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png\" data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" alt=\"\"></figure>\n<p>Existem dois tipos de nós em cruz - viga prismática ou pilar prismático. A diferença é mostrada na imagem abaixo. </p>\n<figure data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png\" data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" alt=\"\"></figure>\n<h2>Diafragma</h2>\n<p>Os diafragmas são exatamente iguais às paredes em termos de definição do elemento. Para mais informações, consulte o parágrafo Parede.</p>\n<p>Existem três formas de definir a geometria:</p>\n<ul>\n <li>Ponte de dois sentidos </li>\n <li>Ponte rodoviária </li>\n <li>E Geral - por polilinha ou importado do ficheiro DXF</li>\n</ul>\n<figure data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png\" data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" alt=\"\"></figure>\n<p><br></p>\n<p>É importante mencionar que estes detalhes (sub-regiões) podem ser divididos em dois grupos. A diferença entre eles reside na definição da espessura do elemento:</p>\n<ul>\n <li>Paredes e Diafragmas - espessura constante </li>\n <li>Vigas e Juntas - espessura definida por uma secção transversal</li>\n</ul>\n<p><br></p>\n<p>Tenha em atenção que todos os tipos de geometria mencionados acima são considerados no software como elementos 2D, pelo que apenas podem transferir cargas no plano, devendo as forças fora do plano ser desprezadas.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6719e4aa_94d6_01e5_0239_add52d63657f\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"beam_with_an_opening",
"n2022_03_16_code_check_of_walls_and_deep_beams",
"detail_theoretical_background",
"types_of_supports_in_idea_statica_detail__csfm_"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Dimensionamento estrutural de uma viga de betão com abertura (EN)"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "intro.png",
"description": null,
"type": "image/png",
"size": 120299,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4ed794e0-36bb-4488-b7e7-30c89cfebe38/intro.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Neste tutorial, iremos percorrer passo a passo a modelação e a verificação normativa de uma parte de uma viga de betão com uma abertura circular."
},
"content": {
"images": [
{
"description": null,
"imageId": "b228b018-7410-488d-a190-39a90b700fca",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ae7cb3f1-214d-417c-8224-b6d703b9c794/1_1.png",
"height": 354,
"width": 795
},
{
"description": null,
"imageId": "0b678e22-8ff7-4917-882c-e71da7e23c97",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a5663589-fde9-42df-a943-40fbf4014345/1_2.png",
"height": 988,
"width": 1921
},
{
"description": null,
"imageId": "1c000a6d-7f43-42bc-b164-23c720978712",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bf1fbecd-1f2e-40cf-9b46-28d0595bb46d/2_1.png",
"height": 991,
"width": 1583
},
{
"description": null,
"imageId": "c31546e4-0b63-45de-85df-6626a6ddfea4",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ce99c108-ec5b-430d-800e-5b9edb6f0c27/2_2.png",
"height": 990,
"width": 1582
},
{
"description": null,
"imageId": "1f596505-cab1-46b0-9633-1c168b12f29b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9839e7bd-5471-4883-a4c1-e28609fb85d7/2_3.png",
"height": 550,
"width": 950
},
{
"description": null,
"imageId": "0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/17810c5a-140d-4372-946e-e540cad41f7d/2_4.png",
"height": 991,
"width": 1583
},
{
"description": null,
"imageId": "58c23394-f525-4def-b435-61566cc335a9",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1773c0ed-07fd-440a-9c65-6f322ad14e20/3_2.png",
"height": 983,
"width": 1326
},
{
"description": null,
"imageId": "1204edbd-1741-4f5a-beea-26a61c2f5722",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1ed3197b-d918-489b-8613-8fc59e89e9fd/3_4.png",
"height": 983,
"width": 1326
},
{
"description": null,
"imageId": "05026937-915b-4619-9d3b-df0063ec00b5",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e5376849-76d4-498e-953f-fef18b8306dc/3_6.png",
"height": 328,
"width": 724
},
{
"description": null,
"imageId": "80475315-55d1-4a6d-962c-fbbf5a47a15b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e73ef6fa-d511-47c2-b10c-c010ded36316/4_2.png",
"height": 548,
"width": 678
},
{
"description": null,
"imageId": "52fa5a28-71ee-4ee4-80ee-58c09c778f11",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/327fd926-94d2-48d3-b417-68f8de3030fc/4_3.png",
"height": 801,
"width": 675
},
{
"description": null,
"imageId": "12dc786c-f420-4bbc-afee-83b9c0e742d0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/605263be-1f0b-480f-9810-a9e18e7f6db2/4_4.png",
"height": 802,
"width": 675
},
{
"description": null,
"imageId": "9069ec11-c781-4e87-b152-9670ed6cc3f1",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5bfb0f66-41ac-4b88-8c00-e7708211994b/5_1.png",
"height": 1153,
"width": 1920
},
{
"description": null,
"imageId": "399e0a14-3878-4bab-b705-23a7f63ecce8",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2b213a23-c573-4a41-815a-4e8ba256beac/1.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "d1582b74-b0b4-4e4e-9c1d-a7d7f0965965",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7ae29cba-2d39-4d59-aa42-d270c02da894/2.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "a150e9aa-f2fe-4548-bf86-64e0bb5c88e0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/59cbb2a8-dfb3-4f3e-9bd3-e2991a85a5f0/3.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "d717738e-3f23-4f4e-99e8-0e6f86b8563c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/aba8fc13-3fbe-47a8-a281-fe12c1d9f11b/4.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d3cbd0bc-46fd-4d9c-8776-d71d9eb4bd21/5.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "657ab157-7e89-4488-aff6-aeb6e402a3ba",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5fe709e5-124b-4c6a-949f-1720f1e7eb80/6.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "b669b1ec-73dc-413d-8eaf-008ea0e2f387",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a9405f9f-0e01-4e76-ad1c-ae7df7d478c8/7.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "07b2a2d9-31e0-4f6e-ad3c-660419aa72aa",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6d0a57ef-98c6-4dd9-8077-b3103cbfd075/8.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "2e3559ac-8f4b-47ce-ad68-1a79a58db745",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b5212488-59ca-4a61-a429-b45cecbb29a5/6_2.png",
"height": 1046,
"width": 2212
}
],
"linkedItemCodenames": [
"beam_with_an_opening_b2933a1",
"campus_cta",
"n82d246ca_fb05_011c_8502_63d871566d05"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "CONTEÚDO RELACIONADO"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [
"corbel_from_dxf",
"wall",
"idea_statica_tutorial___frame_joint_1623b41"
],
"linkedItems": []
},
"support_center_articles": {
"name": "Support center article",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "support_center_article"
},
"blog_categories": {
"name": "Blog category",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "blog_category"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "labels"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "product_group"
},
"include_webinars": {
"name": "Include webinars",
"type": "multiple_choice",
"value": []
},
"include_case_studies": {
"name": "Only case studies",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n82d246ca_fb05_011c_8502_63d871566d05",
"collection": "default",
"id": "82d246ca-fb05-011c-8502-63d871566d05",
"language": "pt-PT",
"lastModified": "2026-04-15T10:39:48.2313471Z",
"name": "82d246ca-fb05-011c-8502-63d871566d05",
"sitemapLocations": [],
"type": "widget_support_center_articles",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "how_to_create_a_new_model_in_detail_application",
"linkId": "9b7994e5-6207-43cf-9f97-a754d0362241",
"urlSlug": "how-to-create-a-new-model-in-detail-application",
"type": "support_center_article"
},
{
"codename": "concrete___reinforced_concrete_expert",
"linkId": "a0e85d28-23e6-4006-94d6-f334c2be9b67",
"urlSlug": "reinforced-concrete-expert",
"type": "landing_page"
},
{
"codename": "modern_world_vs_openings_in_beams",
"linkId": "865804fb-a8ac-42df-9ddd-e05404a48c9d",
"urlSlug": "modern-construction-vs-openings-in-beams",
"type": "blog_post"
},
{
"codename": "geometry_types_in_detail",
"linkId": "d687ccdc-e898-489c-91cf-c4d935406d36",
"urlSlug": "geometry-types-in-detail",
"type": "support_center_article"
},
{
"codename": "general_description_of_load_impulses_in_detail_app",
"linkId": "38cbe005-0e1e-4d75-ae8a-2ef9dcee4c2b",
"urlSlug": "general-description-of-load-impulses-in-detail-application",
"type": "support_center_article"
},
{
"codename": "internal_forces_and_equilibrium_in_detail_applicat",
"linkId": "05ba912c-dc0b-4a2f-9763-099001bbb052",
"urlSlug": "internal-forces-and-equilibrium-in-detail-application",
"type": "support_center_article"
},
{
"codename": "the_possibilities_of_reinforcement_definition_in_t",
"linkId": "6fa5f6f4-dd62-4a8b-a85b-77dc223d2e05",
"urlSlug": "reinforcement-definition-in-the-detail-application",
"type": "support_center_article"
},
{
"codename": "general_description_of_uls_results_in_detail_appli",
"linkId": "dfd7d908-843b-4d1e-8f66-26343a9bf3ff",
"urlSlug": "general-description-of-uls-results-in-detail-application",
"type": "support_center_article"
},
{
"codename": "cracks_in_concrete",
"linkId": "ea994302-6f97-4068-818f-19f6666fdb27",
"urlSlug": "fissuras-no-betao-o-pesadelo-dos-engenheiros",
"type": "blog_post"
},
{
"codename": "general_description_of_sls_results_in_detail_appli",
"linkId": "9e7e995c-6e74-422f-af6e-88a8d7fe047f",
"urlSlug": "general-description-of-sls-results-in-detail-application",
"type": "support_center_article"
},
{
"codename": "code_check_of_a_beam_with_opening",
"linkId": "77764ea2-7c2a-5b80-820b-8f3db5624600",
"urlSlug": "code-check-of-a-beam-with-opening",
"type": "blog_post"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>1 Novo projeto</h2>\n<figure data-asset-id=\"b228b018-7410-488d-a190-39a90b700fca\" data-image-id=\"b228b018-7410-488d-a190-39a90b700fca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ae7cb3f1-214d-417c-8224-b6d703b9c794/1_1.png\" data-asset-id=\"b228b018-7410-488d-a190-39a90b700fca\" data-image-id=\"b228b018-7410-488d-a190-39a90b700fca\" alt=\"\"></figure>\n<p>Inicie um projeto <a data-item-id=\"9b7994e5-6207-43cf-9f97-a754d0362241\" href=\"\"><strong>Novo</strong></a> no <a data-item-id=\"a0e85d28-23e6-4006-94d6-f334c2be9b67\" href=\"\">IDEA StatiCa Detail</a>.</p>\n<p>No primeiro passo, selecione a classe e a topologia pretendidas; pode depois definir o código de dimensionamento (escolha <strong>EN</strong>), bem como a classe do betão e o cobrimento (utilize betão <strong>C30/37</strong> e cobrimento de <strong>30 mm</strong>). Pode alterar a escolha do material (ou adicionar outro) mais tarde; no entanto, o código de dimensionamento só pode ser escolhido neste primeiro passo do projeto.</p>\n<figure data-asset-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" data-image-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a5663589-fde9-42df-a943-40fbf4014345/1_2.png\" data-asset-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" data-image-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" alt=\"\"></figure>\n<h2>2 Geometria</h2>\n<p>Inicie a definição da geometria alterando a secção transversal do <strong>Elemento</strong> <strong>M1</strong>.</p>\n<figure data-asset-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" data-image-id=\"1c000a6d-7f43-42bc-b164-23c720978712\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bf1fbecd-1f2e-40cf-9b46-28d0595bb46d/2_1.png\" data-asset-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" data-image-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" alt=\"\"></figure>\n<p>Defina a <strong>secção em I com banzos com mísula</strong>.</p>\n<figure data-asset-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" data-image-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ce99c108-ec5b-430d-800e-5b9edb6f0c27/2_2.png\" data-asset-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" data-image-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" alt=\"\"></figure>\n<p>Altere a largura dos banzos e a altura da viga.</p>\n<figure data-asset-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" data-image-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9839e7bd-5471-4883-a4c1-e28609fb85d7/2_3.png\" data-asset-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" data-image-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" alt=\"\"></figure>\n<p>A <a data-item-id=\"865804fb-a8ac-42df-9ddd-e05404a48c9d\" href=\"\"><strong>abertura</strong></a> é ampliada e deslocada para o centro da viga.</p>\n<figure data-asset-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" data-image-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/17810c5a-140d-4372-946e-e540cad41f7d/2_4.png\" data-asset-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" data-image-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" alt=\"\"></figure>\n<ul>\n <li>Saiba mais sobre a definição de geometria em <a data-item-id=\"d687ccdc-e898-489c-91cf-c4d935406d36\" href=\"\"><strong>Tipos de geometria no Detail</strong></a></li>\n</ul>\n<h2>3 Efeitos das ações</h2>\n<p>Vamos agora definir a <strong>Ação</strong> do detalhe. Pode verificar que dois casos de carga foram já criados automaticamente. Altere ligeiramente o conteúdo dos casos de carga.</p>\n<p>Para o <strong>LC1</strong> (ação permanente), altere as <strong>Forças internas</strong> de modo a introduzir os valores da força de corte e do momento fletor no ponto da abertura. Em <strong>Impulsos de carga</strong>, mantenha o valor da carga linear em <strong>-10 kN/m</strong> na direção global Z-.</p>\n<figure data-asset-id=\"58c23394-f525-4def-b435-61566cc335a9\" data-image-id=\"58c23394-f525-4def-b435-61566cc335a9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1773c0ed-07fd-440a-9c65-6f322ad14e20/3_2.png\" data-asset-id=\"58c23394-f525-4def-b435-61566cc335a9\" data-image-id=\"58c23394-f525-4def-b435-61566cc335a9\" alt=\"\"></figure>\n<p>De forma semelhante, altere os valores das <strong>Forças internas</strong> para o <strong>LC2</strong> (ação variável). Em <strong>Impulsos de carga</strong>, altere o valor para <strong>-5 kN/m</strong> na direção global Z-.</p>\n<figure data-asset-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" data-image-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1ed3197b-d918-489b-8613-8fc59e89e9fd/3_4.png\" data-asset-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" data-image-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" alt=\"\"></figure>\n<p>Três combinações não lineares foram já definidas: C1 corresponde às verificações ULS. C2 é uma combinação quase-permanente e C3 uma combinação característica, ambas definidas para verificações normativas SLS. Pode definir novas combinações se necessário; estão disponíveis três tipos de combinações para verificações normativas SLS: característica, frequente e quase-permanente. Pode selecionar quais as verificações a efetuar para cada combinação e os coeficientes parciais para as regras de combinação também podem ser ajustados. No nosso caso, utilizamos as combinações predefinidas.</p>\n<p>Os cálculos serão efetuados apenas para os itens selecionados. Por agora, deixamos as três combinações (C1, C2 e C3) selecionadas.</p>\n<figure data-asset-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" data-image-id=\"05026937-915b-4619-9d3b-df0063ec00b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e5376849-76d4-498e-953f-fef18b8306dc/3_6.png\" data-asset-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" data-image-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" alt=\"\"></figure>\n<ul>\n <li>Saiba mais sobre forças internas em <a data-item-id=\"38cbe005-0e1e-4d75-ae8a-2ef9dcee4c2b\" href=\"\">Descrição geral dos impulsos de carga na aplicação Detail</a></li>\n <li>Saiba mais sobre impulsos de carga em <a data-item-id=\"05ba912c-dc0b-4a2f-9763-099001bbb052\" href=\"\">Forças internas e equilíbrio na aplicação Detail</a></li>\n</ul>\n<h2>4 Armadura</h2>\n<p>Uma vez definida a ação, pode prosseguir para a introdução da <strong>Armadura</strong>. Utilizará os itens criados pelo modelo.</p>\n<p>Pode alterar o diâmetro dos estribos e ajustar os seus espaçamentos (o primeiro valor corresponde à distância do primeiro estribo à extremidade; os restantes estribos serão distribuídos com os espaçamentos indicados pelo segundo valor).</p>\n<figure data-asset-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" data-image-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e73ef6fa-d511-47c2-b10c-c010ded36316/4_2.png\" data-asset-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" data-image-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" alt=\"\"></figure>\n<p>Reduza o diâmetro das barras de armadura <strong>RO1</strong> em torno da abertura e o número de camadas de barras horizontais/verticais e diagonais. Altere o espaçamento entre barras horizontais/verticais e ajuste também o comprimento das barras diagonais e a ancoragem das barras horizontais/verticais.</p>\n<figure data-asset-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" data-image-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/327fd926-94d2-48d3-b417-68f8de3030fc/4_3.png\" data-asset-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" data-image-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" alt=\"\"></figure>\n<p>A operação <strong>GB1</strong> inclui um grupo de barras na face inferior da viga. Altere o diâmetro das barras.</p>\n<figure data-asset-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" data-image-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/605263be-1f0b-480f-9810-a9e18e7f6db2/4_4.png\" data-asset-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" data-image-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" alt=\"\"></figure>\n<ul>\n <li>Aperfeiçoe as suas competências de armadura lendo <a data-item-id=\"6fa5f6f4-dd62-4a8b-a85b-77dc223d2e05\" href=\"\">Definição de armadura na aplicação Detail</a></li>\n</ul>\n<h2>5 Cálculo e Verificação</h2>\n<p>Prossiga para calcular o projeto. Aceda ao separador <strong>Verificação</strong> e prima o botão <strong>Calcular</strong> na barra de ferramentas superior.</p>\n<figure data-asset-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" data-image-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5bfb0f66-41ac-4b88-8c00-e7708211994b/5_1.png\" data-asset-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" data-image-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" alt=\"\"></figure>\n<p>No canto superior esquerdo do ecrã, pode ver o resumo de todas as verificações normativas e o estado das verificações (aprovado/reprovado).</p>\n<p>Na tabela à direita, podem ser encontrados todos os resultados detalhados e a quantidade de ação permanente e variável aplicada. Neste momento, é apresentada a verificação de resistência do betão em ULS. Na barra de ferramentas <strong>Resultados</strong>, o valor limite para o diagrama pode ser alterado. Altere o valor de modo a que apenas o betão em compressão acima de <strong>-2 MPa</strong> seja assinalado a vermelho.</p>\n<figure data-asset-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" data-image-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2b213a23-c573-4a41-815a-4e8ba256beac/1.png\" data-asset-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" data-image-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" alt=\"\"></figure>\n<p>Pode visualizar todas as verificações normativas utilizando os botões na barra de ferramentas <strong>Resultados da verificação normativa</strong>. No <strong>Resumo</strong>, são apresentados os principais resultados para ULS/SLS. Clique, por exemplo, na linha <strong>ULS/Comprimento de ancoragem</strong> para visualizar a utilização da aderência entre o betão e a armadura (com o ponto mais crítico assinalado na figura).</p>\n<figure data-asset-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" data-image-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7ae29cba-2d39-4d59-aa42-d270c02da894/2.png\" data-asset-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" data-image-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" alt=\"\"></figure>\n<p>Abrimos os resultados SLS selecionando uma Combinação SLS, por exemplo C2 ou C3.</p>\n<figure data-asset-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" data-image-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/59cbb2a8-dfb3-4f3e-9bd3-e2991a85a5f0/3.png\" data-asset-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" data-image-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" alt=\"\"></figure>\n<p>Para abrir os resultados detalhados do ULS, clique em <strong>Resistência</strong> nos resultados da verificação normativa. Conforme indicado acima da tabela, a combinação C1 foi utilizada para verificar o ULS.</p>\n<figure data-asset-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" data-image-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/aba8fc13-3fbe-47a8-a281-fe12c1d9f11b/4.png\" data-asset-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" data-image-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" alt=\"\"></figure>\n<p>Novamente, pode visualizar os resultados para o <strong>Betão</strong> e também para a <strong>Armadura</strong> selecionando o separador correspondente acima da tabela. Pode selecionar qualquer barra de armadura para ver os seus resultados de análise e verificação normativa.</p>\n<figure data-asset-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" data-image-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d3cbd0bc-46fd-4d9c-8776-d71d9eb4bd21/5.png\" data-asset-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" data-image-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" alt=\"\"></figure>\n<ul>\n <li>Mais informações sobre os resultados ULS podem ser encontradas em <a data-item-id=\"dfd7d908-843b-4d1e-8f66-26343a9bf3ff\" href=\"\">Descrição geral dos resultados ULS na aplicação Detail</a></li>\n</ul>\n<p>Os resultados detalhados do SLS podem ser encontrados em <strong>Limitação de tensões, </strong><a data-item-id=\"ea994302-6f97-4068-818f-19f6666fdb27\" href=\"\"><strong>Largura de fenda</strong></a> e <strong>Deformação</strong>. Para o estado de limitação de tensões, a tensão no betão é verificada para as combinações C2 e C3, enquanto a verificação da armadura é aplicada apenas para a combinação C3.</p>\n<figure data-asset-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" data-image-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5fe709e5-124b-4c6a-949f-1720f1e7eb80/6.png\" data-asset-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" data-image-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" alt=\"\"></figure>\n<p>As <strong>Larguras de fenda</strong> calculadas podem ser visualizadas clicando no ícone correspondente. Os valores calculados são comparados com o valor limite w_{st,lim} que pode ser editado na barra de ferramentas superior.</p>\n<figure data-asset-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" data-image-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a9405f9f-0e01-4e76-ad1c-ae7df7d478c8/7.png\" data-asset-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" data-image-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" alt=\"\"></figure>\n<ul>\n <li>Mais informações sobre os resultados SLS podem ser encontradas em <a data-item-id=\"9e7e995c-6e74-422f-af6e-88a8d7fe047f\" href=\"\">Descrição geral dos resultados SLS na aplicação Detail</a></li>\n</ul>\n<h2>6 Relatório</h2>\n<p>Por fim, aceda ao separador <strong>Relatório</strong>. O IDEA StatiCa oferece um relatório totalmente personalizável para imprimir ou guardar em formato editável.</p>\n<figure data-asset-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" data-image-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6d0a57ef-98c6-4dd9-8077-b3103cbfd075/8.png\" data-asset-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" data-image-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" alt=\"\"></figure>\n<figure data-asset-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" data-image-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b5212488-59ca-4a61-a429-b45cecbb29a5/6_2.png\" data-asset-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" data-image-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" alt=\"\"></figure>\n<p>Dimensionou, otimizou e efetuou a verificação normativa da parte da <a data-item-id=\"77764ea2-7c2a-5b80-820b-8f3db5624600\" href=\"\">viga com abertura</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"beam_with_an_opening_b2933a1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"campus_cta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n82d246ca_fb05_011c_8502_63d871566d05\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Tutorials",
"codename": "tutorial"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9500
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "concrete-beam-with-an-opening"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"concrete-beam-with-an-opening\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Dimensionamento estrutural de uma viga de betão com abertura (EN)"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Tutorial passo a passo do IDEA StatiCa Detail para o dimensionamento estrutural de uma viga de betão com uma abertura circular. Software de dimensionamento estrutural de betão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:39</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "beam_with_an_opening",
"collection": "default",
"id": "50144ffe-1c57-54f4-b82f-6defed67acde",
"language": "pt-PT",
"lastModified": "2026-04-15T10:39:48.2313471Z",
"name": "Tutorial: Structural design of a concrete beam with an opening (EN)",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Verificação normativa de paredes e vigas-parede"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "2022-03-16 Code-check of walls and deep beams.png",
"description": null,
"type": "image/png",
"size": 396892,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c732c6a0-fc75-4ab1-8c68-6449c75c3d68/2022-03-16%20%20Code-check%20of%20walls%20and%20deep%20beams.png",
"width": 1000,
"height": 625,
"renditions": {}
}
]
},
"post_date": {
"name": "Webinar date",
"type": "date_time",
"value": "2022-03-16T00:00:00Z",
"displayTimeZone": null
},
"post_date_2": {
"name": "Webinar date 2",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"agenda": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Agenda",
"type": "rich_text",
"value": "<ul>\n <li>Criação de um modelo de parede de betão armado</li>\n <li>Como carregar o submodelo e que resultados da análise por elementos finitos precisamos de aplicar?</li>\n <li>Explicação das diferenças entre elementos de casca e elementos de parede</li>\n <li>Limitações e recomendações para IDEA StatiCa Detail</li>\n <li>Interpretação dos resultados</li>\n</ul>"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "As paredes de betão e as vigas-parede são elementos resistentes comuns em estruturas de edifícios. No entanto, devido aos requisitos de disposição arquitetónica, estas estruturas resistentes são frequentemente enfraquecidas por portas, janelas e outras aberturas."
},
"content": {
"images": [
{
"description": null,
"imageId": "2a799851-47a8-48ba-a994-6142976c5204",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/177694cc-5c91-42cb-b88c-568f900670fe/Code-check%20of%20walls%20and%20deep%20beams.png",
"height": 600,
"width": 1000
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "landing_page_role_navigation",
"linkId": "0c872071-6a3f-4b99-8cd4-66440db9cc0d",
"urlSlug": "role-navigation",
"type": "landing_page"
},
{
"codename": "wall",
"linkId": "1dc3667d-ddd6-5483-8b97-e7b69923fef7",
"urlSlug": "concrete-wall-en",
"type": "support_center_article"
},
{
"codename": "csfm_concrete_verification",
"linkId": "42ce7f6b-6491-4224-a01e-c4c0072ed1cd",
"urlSlug": "design-your-structural-concrete-details-with-confidence",
"type": "blog_post"
},
{
"codename": "n2021_10_30_concrete_webinar_luk",
"linkId": "1300fb1c-8e32-47f3-8b21-0e8e77e1f238",
"urlSlug": "how-to-design-the-prestressed-beam-with-openings-easily",
"type": "webinar"
},
{
"codename": "cast_in_situ_wall___ruzomberok__slovakia_",
"linkId": "73d449cf-610e-5c7c-9e8c-da8093630d24",
"urlSlug": "cast-in-situ-wall-ruzomberok-slovakia",
"type": "webinar"
},
{
"codename": "detail_theoretical_background",
"linkId": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"urlSlug": "theoretical-background-for-idea-statica-detail",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h4>Verificação normativa completa de parede de betão armado ou vigas-parede? Sem problema!</h4>\n<p>O objetivo do webinar é apresentar como realizar a verificação normativa de uma <strong>viga-parede de forma geral</strong> no <strong>IDEA StatiCa Detail</strong> em ligação com os resultados da aplicação de análise por elementos finitos em minutos. Mostraremos o fluxo de trabalho num exemplo de um edifício residencial de betão – exportação da geometria, criação do submodelo no IDEA StatiCa Detail, aplicação das <strong>cargas corretas</strong>, dimensionamento da armadura e a verificação normativa final para os <strong>estados limite últimos e de utilização</strong>.</p>\n<p>Experimente por si mesmo - obtenha a <a data-item-id=\"0c872071-6a3f-4b99-8cd4-66440db9cc0d\" href=\"\">licença de avaliação gratuita</a> e siga o tutorial passo a passo sobre <a data-item-id=\"1dc3667d-ddd6-5483-8b97-e7b69923fef7\" href=\"\">parede de betão</a>.</p>\n<figure data-asset-id=\"2a799851-47a8-48ba-a994-6142976c5204\" data-image-id=\"2a799851-47a8-48ba-a994-6142976c5204\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/177694cc-5c91-42cb-b88c-568f900670fe/Code-check%20of%20walls%20and%20deep%20beams.png\" data-asset-id=\"2a799851-47a8-48ba-a994-6142976c5204\" data-image-id=\"2a799851-47a8-48ba-a994-6142976c5204\" alt=\"\"></figure>\n<h4>A solução definitiva para detalhes de betão e partes estruturais</h4>\n<p>O software comum de análise por elementos finitos 3D considera o comportamento linear do betão. O dimensionamento e as verificações normativas da armadura são limitados, especialmente para o <strong>estado limite de utilização</strong>, o que pode levar ao desenvolvimento de <strong>fendilhação excessiva</strong>. Tudo isso é abrangido pela aplicação baseada em <a data-item-id=\"42ce7f6b-6491-4224-a01e-c4c0072ed1cd\" href=\"\">CSFM</a> IDEA StatiCa Detail. Agora, todos os engenheiros podem dimensionar e realizar verificações normativas de paredes ou vigas-parede de qualquer forma e muito mais, de forma eficiente.</p>\n<p>Se pretende ver mais do <strong>IDEA StatiCa Detail </strong>em ação, existem outros dois webinars gravados para assistir:</p>\n<ul>\n <li><a data-item-id=\"1300fb1c-8e32-47f3-8b21-0e8e77e1f238\" href=\"\">Como dimensionar facilmente uma viga pré-esforçada com aberturas?</a></li>\n <li><a data-item-id=\"73d449cf-610e-5c7c-9e8c-da8093630d24\" href=\"\">Parede moldada no local – Ruzomberok (Eslováquia)</a></li>\n</ul>\n<p>Ou consulte o nosso Centro de Suporte para <a href=\"https://www.ideastatica.com/support-center-tutorials?product=concrete&label=detail\" title=\"IDEA StatiCa Detail\">tutoriais</a> e leia o <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">enquadramento teórico.</a></p>\n<p><br></p>\n<h3>Gravação do webinar</h3>"
},
"presenters": {
"name": "Presenters",
"type": "modular_content",
"value": [
"lukas_juricek",
"lukas_juricek__copy_"
],
"linkedItems": [
{
"elements": {
"name": {
"name": "Name",
"type": "text",
"value": "Lukas Juricek"
},
"position": {
"name": "Position",
"type": "text",
"value": "Engenheiro de Produto\nIDEA StatiCa"
},
"images": {
"name": "Image",
"type": "asset",
"value": [
{
"name": "lukas_juricek.png",
"description": null,
"type": "image/png",
"size": 173196,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/db1d57b0-2844-4543-8cac-e1cc4966da0f/lukas_juricek.png",
"width": 500,
"height": 500,
"renditions": {}
}
]
},
"perex": {
"name": "Perex",
"type": "text",
"value": "Verificação e validação de modelos de engenharia para precisão e fiabilidade"
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p><br></p>"
},
"linkedin": {
"name": "LinkedIn",
"type": "text",
"value": "https://linkedin.com/in/lukáš-juříček-4848aa11b"
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "lukas-juricek"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"lukas-juricek\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 12.5.2026 17:16</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 12.5.2026 11:56</li>\n <li>fr-FR: Translated on 7.5.2026 17:17</li>\n <li>hu-HU: Translated on 12.5.2026 15:34</li>\n <li>it-IT: Translated on 12.5.2026 13:37</li>\n <li>ko-KR: Never translated</li>\n <li>nl-NL: Translated on 12.5.2026 14:38</li>\n <li>pl-PL: Never translated</li>\n <li>pt-PT: Translated on 12.5.2026 18:46</li>\n <li>ro-RO: Translated on 12.5.2026 16:27</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": "Lukas Juricek"
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": "lukas-juricek"
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "lukas_juricek",
"collection": "default",
"id": "68d5dfa1-fe0f-4d2d-a66a-5aef93099a83",
"language": "pt-PT",
"lastModified": "2026-06-17T08:33:43.0177974Z",
"name": "Lukas Juricek",
"sitemapLocations": [],
"type": "author",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"recorded_video": {
"name": "Recorded video",
"type": "text",
"value": "https://youtu.be/odNsICbbuNs"
},
"gotowebinar_key": {
"name": "GoToWebinar key",
"type": "text",
"value": ""
},
"marketing_consent": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Marketing consent",
"type": "rich_text",
"value": "<p><br></p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "SCIA Engineer",
"codename": "scia"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"preview_image_amer": {
"name": "Preview image AMER",
"type": "asset",
"value": []
},
"preview_image_emea_apac": {
"name": "Preview image EMEA+APAC",
"type": "asset",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "code-check-of-walls-and-deep-beams"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"code-check-of-walls-and-deep-beams\",\"[autogenerated]\"]"
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Verificação normativa de paredes e vigas-parede"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O objetivo do webinar é apresentar como realizar a verificação normativa de uma viga-parede de forma geral no IDEA StatiCa Detail em ligação com os resultados da aplicação de análise por elementos finitos em minutos."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": [
{
"name": "Re-translate and overwrite already translated content",
"codename": "forced"
}
]
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 17.5.2026 18:16</li>\n <li>de-DE: Translated on 18.5.2026 23:09</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 17.5.2026 14:14</li>\n <li>fr-FR: Translated on 17.5.2026 14:44</li>\n <li>hu-HU: Translated on 7.4.2026 12:38</li>\n <li>it-IT: Translated on 17.5.2026 14:53</li>\n <li>ko-KR: Translated on 17.5.2026 17:26</li>\n <li>nl-NL: Translated on 17.5.2026 16:28</li>\n <li>pl-PL: Translated on 17.5.2026 16:07</li>\n <li>pt-PT: Translated on 26.5.2026 13:18</li>\n <li>ro-RO: Translated on 17.5.2026 16:55</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Translated on 17.5.2026 17:19</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Translated on 17.5.2026 17:32</li>\n <li>zh-CN: Translated on 17.5.2026 17:12</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n2022_03_16_code_check_of_walls_and_deep_beams",
"collection": "default",
"id": "ecc5afad-b381-4b86-8e99-621a2dac9a41",
"language": "pt-PT",
"lastModified": "2026-05-26T11:18:03.0387862Z",
"name": "2022-03-16 Code-check of walls and deep beams",
"sitemapLocations": [],
"type": "webinar",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "IDEA StatiCa Detail – Dimensionamento estrutural de descontinuidades em betão"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Structural design of concrete members in IDEA StatiCa Detail.png",
"description": null,
"type": "image/png",
"size": 163091,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7885cdc1-8e4a-4744-834e-72ea84ebbaf4/Structural%20design%20of%20concrete%20members%20in%20IDEA%20StatiCa%20Detail.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"e49a18d3_27e8_019b_eba3_65063bb594c2",
"theoretical_background_detail___general",
"c86c543f_3b21_01e3_bff1_67d7962ff523",
"theoretical_background_detail___main_assumptions_a",
"n57a4812b_a0a0_01a0_4c2c_553304acad7e",
"theoretical_background_detail___general___reinforc",
"n74d0024f_d938_019c_aad5_614c9ce53be1",
"theoretical_background_detail___general___finite_e",
"bc913c01_15a1_016c_f226_e7b1efa4cf0c",
"theoretical_background_detail___supports_and_load_",
"n359667de_5a59_0171_aa77_53fc1ab66f13",
"theoretical_background_detail___load_transfer_at_t",
"n89b859bf_4dd6_01d3_b6ed_5ed3d99108a0",
"theoretical_background_detail___geometric_modifica",
"d2d8eb39_c569_01f4_ab99_1cc2eb12eca0",
"theoretical_background_detail___finite_element_typ",
"n43735c90_43fa_0140_a813_ef8d1d1ec26e",
"theoretical_background_detail___meshing",
"e5110320_3e70_0182_6411_9a32a51ca04d",
"theoretical_background_detail___solution_method_an",
"n9eba0afe_d078_0158_e878_829fb7dea3c2",
"theoretical_background_detail___presentation_of_re",
"b2330c4f_9095_0147_d88d_740d54fa1cd5",
"theoretical_background_detail___general___verifica",
"fd27e424_850f_0161_9ca1_1628abf23729",
"theoretical_background_detail___material_models__e",
"n42b5158b_2e6e_01fc_2be7_c94511681d26",
"theoretical_background_detail___safety_factors",
"d26ec589_f86b_016e_b63d_81a26568bcef",
"theoretical_background_detail___ultimate_limit_sta",
"n474a1f83_1818_0143_4a62_5e6efabf1e75",
"theoretical_background_detail___partially_loaded_a",
"n9eab8217_160a_011a_5401_26ccf6d9d2b1",
"theoretical_background_detail___serviceability_lim",
"d2255550_3131_0169_9696_ef5264f6bc37",
"theoretical_background_detail___material_models__a",
"n43a7cf88_b42e_01b1_e683_394a5601b9fc",
"theoretical_background_detail___factors___aci",
"n409e2543_c691_0120_9d2b_4ef7d4601f79",
"theoretical_background_detail___strength_analysis_",
"n0660c3e2_725d_01a9_0ca9_9e0ead044d0f",
"theoretical_background_detail___bearing_and_anchor",
"c6e3c1b1_9373_0150_502e_af77397ecd6e",
"theoretical_background_detail___serviceability_ver",
"n56d62c12_a883_0131_f7c6_74695d9a224d",
"theoretical_background_detail___material_models__a_0b99d24",
"bf8816d5_9949_0172_2698_ee6bd457566a",
"theoretical_background_detail___resistance_and_loa",
"n7b649f41_6cdd_0196_b9c0_aad9fe699e70",
"theoretical_background_detail___strength_limit_sta",
"ddac81cd_400b_01ae_c747_e6c4714b0715",
"theoretical_background_detail___bearing_and_anchor_69cbe39",
"n282a1b2f_0bfa_0145_a12f_b16a0a9fa532",
"theoretical_background_detail___service_limit_stat",
"d025294b_107f_0192_e99e_db636ef9d8c3",
"theoretical_background_detail___material_models__a_b7035a6",
"n9a945260_0590_01e7_9874_b9955afa56c4",
"theoretical_background_detail___stress_reduction_a",
"n8f676ef5_04ff_012d_0f70_87de68bd0052",
"theoretical_background_detail___strength_analysis__8bc3bfe",
"ef1c1682_e40a_0171_bc00_2d379ffe2d41",
"theoretical_background_detail___serviceability_ver_77b5f2c",
"fb927016_9a3d_01e5_5ae8_4a2f55fd08cd",
"prestressing_in_detail___model_description__body_",
"n2ebd4911_d551_0184_1cae_5d39c32e0037"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "1.1 General introduction"
},
"id": {
"name": "ID",
"type": "text",
"value": "general-introduction"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "e49a18d3_27e8_019b_eba3_65063bb594c2",
"collection": "default",
"id": "e49a18d3-27e8-019b-eba3-65063bb594c2",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "e49a18d3-27e8-019b-eba3-65063bb594c2",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "1.2 Main assumptions and limitations"
},
"id": {
"name": "ID",
"type": "text",
"value": "main-assumptions-and-limitations"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "c86c543f_3b21_01e3_bff1_67d7962ff523",
"collection": "default",
"id": "c86c543f-3b21-01e3-bff1-67d7962ff523",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "c86c543f-3b21-01e3-bff1-67d7962ff523",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "1.3 Design tools for reinforcement"
},
"id": {
"name": "ID",
"type": "text",
"value": "design-tools-for-reinforcement"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n57a4812b_a0a0_01a0_4c2c_553304acad7e",
"collection": "default",
"id": "57a4812b-a0a0-01a0-4c2c-553304acad7e",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "57a4812b-a0a0-01a0-4c2c-553304acad7e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.1 Introduction to finite element implementation"
},
"id": {
"name": "ID",
"type": "text",
"value": "introduction-to-finite-element-implementation"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n74d0024f_d938_019c_aad5_614c9ce53be1",
"collection": "default",
"id": "74d0024f-d938-019c-aad5-614c9ce53be1",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "74d0024f-d938-019c-aad5-614c9ce53be1",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.2 Supports and load transmitting components"
},
"id": {
"name": "ID",
"type": "text",
"value": "supports-and-load-transmitting-components"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "bc913c01_15a1_016c_f226_e7b1efa4cf0c",
"collection": "default",
"id": "bc913c01-15a1-016c-f226-e7b1efa4cf0c",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "bc913c01-15a1-016c-f226-e7b1efa4cf0c",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.3 Load transfer at trimmed ends of beams"
},
"id": {
"name": "ID",
"type": "text",
"value": "load-transfer-at-trimmed-ends-of-beams"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n359667de_5a59_0171_aa77_53fc1ab66f13",
"collection": "default",
"id": "359667de-5a59-0171-aa77-53fc1ab66f13",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "359667de-5a59-0171-aa77-53fc1ab66f13",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.4 Geometric modification of cross-sections"
},
"id": {
"name": "ID",
"type": "text",
"value": "geometric-modification-of-cross-sections"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n89b859bf_4dd6_01d3_b6ed_5ed3d99108a0",
"collection": "default",
"id": "89b859bf-4dd6-01d3-b6ed-5ed3d99108a0",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "89b859bf-4dd6-01d3-b6ed-5ed3d99108a0",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.5 Finite element types"
},
"id": {
"name": "ID",
"type": "text",
"value": "finite-element-types"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d2d8eb39_c569_01f4_ab99_1cc2eb12eca0",
"collection": "default",
"id": "d2d8eb39-c569-01f4-ab99-1cc2eb12eca0",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "d2d8eb39-c569-01f4-ab99-1cc2eb12eca0",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.6 Meshing"
},
"id": {
"name": "ID",
"type": "text",
"value": "meshing"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n43735c90_43fa_0140_a813_ef8d1d1ec26e",
"collection": "default",
"id": "43735c90-43fa-0140-a813-ef8d1d1ec26e",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "43735c90-43fa-0140-a813-ef8d1d1ec26e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.7 Solution method and load control algorithm"
},
"id": {
"name": "ID",
"type": "text",
"value": "solution-method-and-load-control-algorithm"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "e5110320_3e70_0182_6411_9a32a51ca04d",
"collection": "default",
"id": "e5110320-3e70-0182-6411-9a32a51ca04d",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "e5110320-3e70-0182-6411-9a32a51ca04d",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.8 Presentation of results"
},
"id": {
"name": "ID",
"type": "text",
"value": "presentation-of-results"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n9eba0afe_d078_0158_e878_829fb7dea3c2",
"collection": "default",
"id": "9eba0afe-d078-0158-e878-829fb7dea3c2",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "9eba0afe-d078-0158-e878-829fb7dea3c2",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "3.1 Limit states and crack width calculation"
},
"id": {
"name": "ID",
"type": "text",
"value": "limit-states-and-crack-width-calculation"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "b2330c4f_9095_0147_d88d_740d54fa1cd5",
"collection": "default",
"id": "b2330c4f-9095-0147-d88d-740d54fa1cd5",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "b2330c4f-9095-0147-d88d-740d54fa1cd5",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "4.1 Material models EN"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models-en"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "fd27e424_850f_0161_9ca1_1628abf23729",
"collection": "default",
"id": "fd27e424-850f-0161-9ca1-1628abf23729",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "fd27e424-850f-0161-9ca1-1628abf23729",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "4.2 Safety factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "safety-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n42b5158b_2e6e_01fc_2be7_c94511681d26",
"collection": "default",
"id": "42b5158b-2e6e-01fc-2be7-c94511681d26",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "42b5158b-2e6e-01fc-2be7-c94511681d26",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "4.3 Ultimate limit state analysis"
},
"id": {
"name": "ID",
"type": "text",
"value": "ultimate-limit-state-analysis"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d26ec589_f86b_016e_b63d_81a26568bcef",
"collection": "default",
"id": "d26ec589-f86b-016e-b63d-81a26568bcef",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "d26ec589-f86b-016e-b63d-81a26568bcef",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "4.4 Partially loaded areas (PLA)"
},
"id": {
"name": "ID",
"type": "text",
"value": "partially-loaded-areas"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n474a1f83_1818_0143_4a62_5e6efabf1e75",
"collection": "default",
"id": "474a1f83-1818-0143-4a62-5e6efabf1e75",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "474a1f83-1818-0143-4a62-5e6efabf1e75",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "4.5 Serviceability limit state analysis"
},
"id": {
"name": "ID",
"type": "text",
"value": "serviceability-limit-state-analysis"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n9eab8217_160a_011a_5401_26ccf6d9d2b1",
"collection": "default",
"id": "9eab8217-160a-011a-5401-26ccf6d9d2b1",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "9eab8217-160a-011a-5401-26ccf6d9d2b1",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "5.1 Material models (ACI)"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models-aci"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d2255550_3131_0169_9696_ef5264f6bc37",
"collection": "default",
"id": "d2255550-3131-0169-9696-ef5264f6bc37",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "d2255550-3131-0169-9696-ef5264f6bc37",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "5.2 Strength reduction and load factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "strength-reduction-and-load-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n43a7cf88_b42e_01b1_e683_394a5601b9fc",
"collection": "default",
"id": "43a7cf88-b42e-01b1-e683-394a5601b9fc",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "43a7cf88-b42e-01b1-e683-394a5601b9fc",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "5.3 Strength verifications"
},
"id": {
"name": "ID",
"type": "text",
"value": "strength-verifications"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n409e2543_c691_0120_9d2b_4ef7d4601f79",
"collection": "default",
"id": "409e2543-c691-0120-9d2b-4ef7d4601f79",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "409e2543-c691-0120-9d2b-4ef7d4601f79",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "5.4 Bearing and anchorage zones - Partially loaded areas"
},
"id": {
"name": "ID",
"type": "text",
"value": "bearing-and-anchorage-zones-partially-loaded-areas"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n0660c3e2_725d_01a9_0ca9_9e0ead044d0f",
"collection": "default",
"id": "0660c3e2-725d-01a9-0ca9-9e0ead044d0f",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "0660c3e2-725d-01a9-0ca9-9e0ead044d0f",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "5.5 Serviceability verifications"
},
"id": {
"name": "ID",
"type": "text",
"value": "serviceability-verifications"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "c6e3c1b1_9373_0150_502e_af77397ecd6e",
"collection": "default",
"id": "c6e3c1b1-9373-0150-502e-af77397ecd6e",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "c6e3c1b1-9373-0150-502e-af77397ecd6e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "6.1 Material models (AASHTO)"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models-aahsto"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n56d62c12_a883_0131_f7c6_74695d9a224d",
"collection": "default",
"id": "56d62c12-a883-0131-f7c6-74695d9a224d",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "56d62c12-a883-0131-f7c6-74695d9a224d",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "6.2 Resistance and load factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "resistance-and-load-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "bf8816d5_9949_0172_2698_ee6bd457566a",
"collection": "default",
"id": "bf8816d5-9949-0172-2698-ee6bd457566a",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "bf8816d5-9949-0172-2698-ee6bd457566a",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "6.3 Strength limit state"
},
"id": {
"name": "ID",
"type": "text",
"value": "strength-limit-state"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n7b649f41_6cdd_0196_b9c0_aad9fe699e70",
"collection": "default",
"id": "7b649f41-6cdd-0196-b9c0-aad9fe699e70",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "7b649f41-6cdd-0196-b9c0-aad9fe699e70",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "6.4 Bearing and anchorage zones resistance partially loaded areas"
},
"id": {
"name": "ID",
"type": "text",
"value": "bearing-and-anchorage-zones-resistance-partially-loaded-areas"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ddac81cd_400b_01ae_c747_e6c4714b0715",
"collection": "default",
"id": "ddac81cd-400b-01ae-c747-e6c4714b0715",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "ddac81cd-400b-01ae-c747-e6c4714b0715",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "6.5 Service limit state"
},
"id": {
"name": "ID",
"type": "text",
"value": "service-limit-state"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n282a1b2f_0bfa_0145_a12f_b16a0a9fa532",
"collection": "default",
"id": "282a1b2f-0bfa-0145-a12f-b16a0a9fa532",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "282a1b2f-0bfa-0145-a12f-b16a0a9fa532",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "7.1 Material models (AUS)"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models-aus"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d025294b_107f_0192_e99e_db636ef9d8c3",
"collection": "default",
"id": "d025294b-107f-0192-e99e-db636ef9d8c3",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "d025294b-107f-0192-e99e-db636ef9d8c3",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "7.2 Stress reduction and load factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "stress-reduction-and-load-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n9a945260_0590_01e7_9874_b9955afa56c4",
"collection": "default",
"id": "9a945260-0590-01e7-9874-b9955afa56c4",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "9a945260-0590-01e7-9874-b9955afa56c4",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "7.3 Strength and anchorage verifications"
},
"id": {
"name": "ID",
"type": "text",
"value": "strength-and-anchorage-verifications"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n8f676ef5_04ff_012d_0f70_87de68bd0052",
"collection": "default",
"id": "8f676ef5-04ff-012d-0f70-87de68bd0052",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "8f676ef5-04ff-012d-0f70-87de68bd0052",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "7.4 Serviceability checks"
},
"id": {
"name": "ID",
"type": "text",
"value": "serviceability-checks"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ef1c1682_e40a_0171_bc00_2d379ffe2d41",
"collection": "default",
"id": "ef1c1682-e40a-0171-bc00-2d379ffe2d41",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "ef1c1682-e40a-0171-bc00-2d379ffe2d41",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "8 Prestressing in Detail - Model description"
},
"id": {
"name": "ID",
"type": "text",
"value": "prestressing-in-detail-model-description"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "fb927016_9a3d_01e5_5ae8_4a2f55fd08cd",
"collection": "default",
"id": "fb927016-9a3d-01e5-5ae8-4a2f55fd08cd",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "fb927016-9a3d-01e5-5ae8-4a2f55fd08cd",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": ""
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Iniciar avaliação GRATUITA"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page_role_navigation"
],
"linkedItems": [
"[Circular Reference]"
]
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n2ebd4911_d551_0184_1cae_5d39c32e0037",
"collection": "default",
"id": "2ebd4911-d551-0184-1cae-5d39c32e0037",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "2ebd4911-d551-0184-1cae-5d39c32e0037",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p><br></p>\n<p>O enquadramento teórico baseia-se em COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>(Kaufmann et al., 2020)</p>\n<h1>Dimensionamento estrutural de descontinuidades em betão no IDEA StatiCa Detail</h1>\n<h2>1 Introdução ao método CSFM</h2>\n<p><a href=\"#general-introduction\">1.1 Introdução geral ao dimensionamento estrutural de detalhes em betão</a><br><a href=\"#main-assumptions-and-limitations\">1.2 Principais hipóteses e limitações</a><br><a href=\"#design-tools-for-reinforcement\">1.3 Ferramentas de dimensionamento da armadura</a></p>\n<h2>2 Modelo de análise do IDEA StatiCa Detail</h2>\n<p><a href=\"#introduction-to-finite-element-implementation\">2.1 Introdução à implementação por elementos finitos</a><br><a href=\"#supports-and-load-transmitting-components\">2.2 Apoios e componentes de transmissão de cargas</a><br><a href=\"#load-transfer-at-trimmed-ends-of-beams\">2.3 Transferência de carga nas extremidades cortadas de vigas</a><br><a href=\"#geometric-modification-of-cross-sections\">2.4 Modificação geométrica de secções transversais</a><br><a href=\"#finite-element-types\">2.5 Tipos de elementos finitos</a><br><a href=\"#meshing\">2.6 Malha</a><br><a href=\"#solution-method-and-load-control-algorithm\">2.7 Método de resolução e algoritmo de controlo de carga</a><br><a href=\"#presentation-of-results\">2.8 Apresentação de resultados</a></p>\n<h2>3 Verificação do modelo</h2>\n<p><a href=\"#limit-states-and-crack-width-calculation\">3.1 Estados limite, cálculo da largura de fendas e enrijecimento à tração</a></p>\n<h2>4 Verificações estruturais segundo o EUROCODE</h2>\n<p><a href=\"#material-models-en\">4.1 Modelos de materiais (EN)</a><br><a href=\"#safety-factors\">4.2 Coeficientes de segurança</a><br><a href=\"#ultimate-limit-state-analysis\">4.3 Análise do estado limite último</a><br><a href=\"#partially-loaded-areas\">4.4 Áreas parcialmente carregadas (PLA)<br></a><a href=\"#serviceability-limit-state-analysis\">4.5 Análise do estado limite de utilização</a></p>\n<h2>5 Verificações estruturais segundo ACI 318-19</h2>\n<p><a href=\"#material-models-aci\">5.1 Modelos de materiais (ACI)</a><br><a href=\"#strength-reduction-and-load-factors\">5.2 Fatores de redução de resistência e fatores de carga</a><br><a href=\"#strength-verifications\">5.3 Verificações de resistência</a><br><a href=\"#bearing-and-anchorage-zones-partially-loaded-areas\">5.4 Zonas de apoio e ancoragem - Áreas parcialmente carregadas<br></a><a href=\"#serviceability-verifications\">5.5 Verificações de utilização</a></p>\n<h2>6 Verificações estruturais segundo AASHTO</h2>\n<p><a href=\"#material-models-aahsto\">6.1 Modelos de materiais (AASHTO)</a><br><a href=\"#resistance-and-load-factors\">6.2 Fatores de resistência e de carga</a><br><a href=\"#strength-limit-state\">6.3 Estado limite de resistência</a><br><a href=\"#bearing-and-anchorage-zones-resistance-partially-loaded-areas\">6.4 Resistência das zonas de apoio e ancoragem – Áreas parcialmente carregadas</a><br><a href=\"#service-limit-state\">6.5 Estado limite de utilização</a></p>\n<h2>7 Verificações estruturais segundo AS 3600</h2>\n<p><a href=\"#material-models-aus\">7.1 Modelos de materiais (AUS)</a><br><a href=\"#stress-reduction-and-load-factors\">7.2 Fatores de redução de tensão e fatores de carga</a><br><a href=\"#strength-and-anchorage-verifications\">7.3 Verificações de resistência e ancoragem</a><a href=\"#bearing-and-anchorage-zones-partially-loaded-areas\"><br></a><a href=\"#serviceability-checks\">7.4 Verificações de utilização</a></p>\n<h2><a href=\"#prestressing-in-detail-model-description\">8 Pré-esforço no Detail - Descrição do modelo</a></h2>\n<p><br></p>\n<p><br></p>\n<h1>1 Introdução ao método CSFM</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e49a18d3_27e8_019b_eba3_65063bb594c2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c86c543f_3b21_01e3_bff1_67d7962ff523\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___main_assumptions_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n57a4812b_a0a0_01a0_4c2c_553304acad7e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___reinforc\"></object>\n<h1><br></h1>\n<h1>2 Modelo de análise do IDEA StatiCa Detail</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n74d0024f_d938_019c_aad5_614c9ce53be1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___finite_e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bc913c01_15a1_016c_f226_e7b1efa4cf0c\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___supports_and_load_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n359667de_5a59_0171_aa77_53fc1ab66f13\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___load_transfer_at_t\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n89b859bf_4dd6_01d3_b6ed_5ed3d99108a0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___geometric_modifica\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d2d8eb39_c569_01f4_ab99_1cc2eb12eca0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___finite_element_typ\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n43735c90_43fa_0140_a813_ef8d1d1ec26e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___meshing\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e5110320_3e70_0182_6411_9a32a51ca04d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___solution_method_an\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9eba0afe_d078_0158_e878_829fb7dea3c2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___presentation_of_re\"></object>\n<h1><br></h1>\n<h1>3 Verificação do modelo</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b2330c4f_9095_0147_d88d_740d54fa1cd5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___verifica\"></object>\n<h1><br></h1>\n<h1>4 Verificações estruturais segundo o Eurocódigo</h1>\n<p>A avaliação da estrutura utilizando o CSFM é realizada por duas análises distintas: uma para combinações de ações em estado limite de utilização e outra para combinações de ações em estado limite último. A análise de utilização pressupõe que o comportamento último do elemento é satisfatório e que as condições de cedência do material não serão atingidas aos níveis de carga de utilização. Esta abordagem permite a utilização de modelos constitutivos simplificados (com um ramo linear do diagrama tensão-deformação do betão) na análise de utilização, de forma a melhorar a estabilidade numérica e a velocidade de cálculo.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"fd27e424_850f_0161_9ca1_1628abf23729\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n42b5158b_2e6e_01fc_2be7_c94511681d26\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___safety_factors\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d26ec589_f86b_016e_b63d_81a26568bcef\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___ultimate_limit_sta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n474a1f83_1818_0143_4a62_5e6efabf1e75\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___partially_loaded_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9eab8217_160a_011a_5401_26ccf6d9d2b1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_lim\"></object>\n<h1><br></h1>\n<h1>5 Verificações estruturais segundo ACI 318-19</h1>\n<p>A avaliação da estrutura utilizando o CSFM é realizada por duas análises distintas: uma para combinações de ações em estado limite de utilização e outra para combinações de ações de resistência. A análise de utilização pressupõe que o comportamento sob cargas fatoradas é satisfatório e que as condições de cedência do material não serão atingidas aos níveis de carga de utilização. Esta abordagem permite a utilização de modelos constitutivos simplificados (com um ramo linear do diagrama tensão-deformação do betão) na análise de utilização, de forma a melhorar a estabilidade numérica e a velocidade de cálculo.</p>\n<p>O CSFM está em conformidade com ACI 318-19, capítulo 6.8.1.1. Para que o CSFM satisfaça os requisitos da secção 6.8.1.2 da ACI 318-19, foram realizados extensos ensaios de verificação em diversas universidades. Artigos individuais que resumem os resultados de verificação e validação podem ser encontrados no seguinte link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail\">Verificações: Detail 2D</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d2255550_3131_0169_9696_ef5264f6bc37\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n43a7cf88_b42e_01b1_e683_394a5601b9fc\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___factors___aci\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n409e2543_c691_0120_9d2b_4ef7d4601f79\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_analysis_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0660c3e2_725d_01a9_0ca9_9e0ead044d0f\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___bearing_and_anchor\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c6e3c1b1_9373_0150_502e_af77397ecd6e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_ver\"></object>\n<h1><br></h1>\n<h1>6 Verificações estruturais segundo AASHTO</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n56d62c12_a883_0131_f7c6_74695d9a224d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a_0b99d24\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bf8816d5_9949_0172_2698_ee6bd457566a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___resistance_and_loa\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7b649f41_6cdd_0196_b9c0_aad9fe699e70\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_limit_sta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ddac81cd_400b_01ae_c747_e6c4714b0715\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___bearing_and_anchor_69cbe39\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n282a1b2f_0bfa_0145_a12f_b16a0a9fa532\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___service_limit_stat\"></object>\n<h1><br></h1>\n<h1>7 Verificações estruturais segundo a norma australiana AS 3600 (2018)</h1>\n<p>A avaliação da estrutura utilizando o CSFM é realizada por duas análises distintas: uma para combinações de ações em estado limite de utilização e outra para combinações de ações de resistência. A análise de utilização pressupõe que o comportamento sob cargas fatoradas é satisfatório e que as condições de cedência do material não serão atingidas aos níveis de carga de utilização. Esta abordagem permite a utilização de modelos constitutivos simplificados (com um ramo linear do diagrama tensão-deformação do betão) na análise de utilização, de forma a melhorar a estabilidade numérica e a velocidade de cálculo.</p>\n<p>O CSFM é um método de análise estrutural que satisfaz as regras gerais dos capítulos 6.1.1 e 6.1.2 e é definido como (f) análise de tensões não linear no capítulo 6.1.3 - e posteriormente no capítulo 6.6. </p>\n<p>A análise pelo CSFM tem em conta todos os efeitos não lineares e inelásticos relevantes (exceto a retração) definidos em 6.6.3. </p>\n<p>Para satisfazer os requisitos das secções 6.6.4 e 6.6.5 - mais informações podem ser encontradas na secção C6.6 da AS3600:2018 Sup 1:2022 - foram realizadas verificações e validações do método em diversas universidades. Artigos individuais que resumem os resultados de verificação e validação podem ser encontrados no seguinte link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail\">Verificações: Detail 2D</a></li>\n</ul>\n<p>Uma vez que o IDEA StatiCa Detail é um programa de dimensionamento prático, a resistência característica fatorada à compressão em cilindro aos 28 dias <em>f'</em><em><sub>c</sub></em> é utilizada nos cálculos, conforme descrito no capítulo seguinte.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d025294b_107f_0192_e99e_db636ef9d8c3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a_b7035a6\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9a945260_0590_01e7_9874_b9955afa56c4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___stress_reduction_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8f676ef5_04ff_012d_0f70_87de68bd0052\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_analysis__8bc3bfe\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ef1c1682_e40a_0171_bc00_2d379ffe2d41\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_ver_77b5f2c\"></object>\n<h1><br></h1>\n<h1>8 Pré-esforço - descrição do modelo</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"fb927016_9a3d_01e5_5ae8_4a2f55fd08cd\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"prestressing_in_detail___model_description__body_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2ebd4911_d551_0184_1cae_5d39c32e0037\"></object>\n<h1><br></h1>\n<h1>Referências</h1>\n<p>ACI Committee 318. 2019. <em>Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. \"The Prediction of Crack Widths in Hardened Concrete.\" <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. \"Crack Width and Crack Spacing In Reinforced Concrete Members.\" <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. \"Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.\" IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. \"On Development of Suitable Stress Fields for Structural Concrete.\" <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova. 2020. \"<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.\"AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. \"Structural Concrete: Cracked Membrane Model.\" <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. \"Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.\" Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. \"Truss Models in Detailing.\" <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst & Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&genre=book&isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. \"Tension Chord Model for Structural Concrete.\" <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. \"Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).\" PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. \"Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.\" Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. \"Toward a Consistent Design of Structural Concrete.\" <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Standards Australia. 2018. <em>Concrete Structures (AS 3600:2018)</em>. Sydney, NSW: Standards Australia.</p>\n<p><br></p>\n<p>Standards Australia. 2022. <em>Concrete Structures – Commentary (Supplement 1 to AS 3600:2018)</em>. Sydney, NSW: Standards Australia.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. \"The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.\" <em>ACI Journal</em> 83 (2): 219–31. </p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"csfm___how_it_works__code_compliance__validation_a",
"n2026_02_25_webinar_concrete___bridge_detail",
"donaucitytower_2__vienna__austria",
"detail_verification__shear_tests_in_beams_with_low"
],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
},
{
"name": "CZ/SK",
"codename": "cz_sk"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Theoretical background",
"codename": "theoretical_background"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Load effects",
"codename": "load_effects"
},
{
"name": "Overall check",
"codename": "check"
},
{
"name": "Material settings",
"codename": "material_settings"
},
{
"name": "Corbels/Brackets",
"codename": "corbels_brackets"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Deflections",
"codename": "deflections"
},
{
"name": "Diaphragms",
"codename": "diaphragms"
},
{
"name": "Openings",
"codename": "openings"
},
{
"name": "SLS",
"codename": "sls"
},
{
"name": "Stress in reinforcement",
"codename": "stress_in_reinforcement"
},
{
"name": "TDA",
"codename": "tda"
},
{
"name": "Topology optimization",
"codename": "topology_optimization"
},
{
"name": "ULS",
"codename": "uls"
},
{
"name": "Detail 2D",
"codename": "detail"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 15000
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": [
{
"name": "Show Print Button",
"codename": "show_print_button"
},
{
"name": "Show Navigation",
"codename": "show_navigation"
}
]
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "theoretical-background-for-idea-statica-detail"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"theoretical-background-for-idea-statica-detail\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "IDEA StatiCa Detail – Dimensionamento estrutural de descontinuidades em betão"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O IDEA StatiCa Detail é um software de dimensionamento de betão para o dimensionamento estrutural e verificação normativa de regiões de descontinuidade em betão. Análise de tensões em elementos de betão e dimensionamento de paredes de betão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": [
{
"name": "Re-translate and overwrite already translated content",
"codename": "forced"
}
]
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Language translation error (when inserting into Kontent.ai)</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 12.5.2026 11:55</li>\n <li>fr-FR: Translated on 7.5.2026 17:16</li>\n <li>hu-HU: Translated on 12.5.2026 15:33</li>\n <li>it-IT: Translated on 12.5.2026 13:36</li>\n <li>ko-KR: Never translated</li>\n <li>nl-NL: Translated on 12.5.2026 14:37</li>\n <li>pl-PL: Never translated</li>\n <li>pt-PT: Translated on 12.5.2026 18:45</li>\n <li>ro-RO: Translated on 12.5.2026 16:26</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "detail_theoretical_background",
"collection": "default",
"id": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "Theoretical background Detail",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Tipos de apoios no IDEA StatiCa Detail"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Types of support (CSFM).png",
"description": null,
"type": "image/png",
"size": 44828,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1f4d6607-4929-4968-ac51-4feabf42d36f/Types%20of%20support%20%28CSFM%29.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "A definição das condições de fronteira é sempre uma tarefa delicada na modelação da estrutura em software de Método dos Elementos Finitos. Apenas um modelo com apoios corretamente definidos consegue reproduzir a realidade."
},
"content": {
"images": [
{
"description": null,
"imageId": "8b1b6d29-5bae-44ec-992e-cef457d6e920",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/76438042-0256-4eee-b9c3-96cc482f48ad/Point%20distributed%20support%20%28CSFM%29.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d5dca6f7-506e-49ea-9248-00bd2856aa32/Bearing%20plate%20support%20%28CSFM%29.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "377ec61e-0181-42d6-b807-8551ef18e856",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/41b6a0e5-80c3-4712-bf5b-3fa1cc373c2c/Line%20support%20%28CSFM%29.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "22af22f4-8657-4453-9e4a-866083d1532b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d68c0c7a-0f69-467d-b9bc-52e66cfa8c7c/Hanging%20support%20%28CSFM%29.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f6e72c10-0612-4ceb-b2fb-98d198e75fd1/Patch%20support%20%28CSFM%29.png",
"height": 630,
"width": 1200
}
],
"linkedItemCodenames": [
"e6e10c89_0d67_011e_3b21_3b8e91f5c5d8"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://www.youtube.com/embed/RZMPmA2ef3k?start=614"
}
},
"system": {
"codename": "e6e10c89_0d67_011e_3b21_3b8e91f5c5d8",
"collection": "default",
"id": "e6e10c89-0d67-011e-3b21-3b8e91f5c5d8",
"language": "pt-PT",
"lastModified": "2026-04-15T10:28:16.661299Z",
"name": "e6e10c89-0d67-011e-3b21-3b8e91f5c5d8",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "what_is_the_csfm_",
"linkId": "86ad7678-0f7f-452a-8e0d-376ea5797b27",
"urlSlug": "what-is-the-csfm",
"type": "support_center_article"
},
{
"codename": "partially_loaded_areas",
"linkId": "bc5b5556-856a-4f0d-8f32-c4e2de75e237",
"urlSlug": "partially-loaded-areas",
"type": "support_center_article"
},
{
"codename": "how_to_apply_a_horizontal_force_occurring_in_the_b",
"linkId": "1d52ff19-b6b3-5290-905a-178825f7cdc1",
"urlSlug": "supports-in-idea-statica-detail-advanced-topics",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Ficará a saber como aplicar condições de fronteira na aplicação IDEA StatiCa Detail, que utiliza o <a data-item-id=\"86ad7678-0f7f-452a-8e0d-376ea5797b27\" href=\"\">CSFM (Método do Campo de Tensões Compatível)</a>. Existem cinco tipos de apoios — vamos descobrir para que servem.</p>\n<h2>Apoios no IDEA StatiCa Detail</h2>\n<h4>Apoio Distribuído Pontual</h4>\n<p>O primeiro tipo de apoio é o <strong>apoio distribuído pontual</strong>, que é definido na aresta ou numa área do modelo onde a reação é distribuída. Devido à distribuição, a tensão não se concentra num único ponto, mas distribui-se por uma área. Não ocorrem variações bruscas de tensão. Este tipo de apoio é ideal quando a rotação é permitida e a distribuição de tensões é uniforme sob o apoio, especialmente em <strong>aparelhos de apoio elastoméricos</strong> e <strong>aparelhos de apoio em pote para pontes</strong>. Consulte a funcionalidade das <a data-item-id=\"bc5b5556-856a-4f0d-8f32-c4e2de75e237\" href=\"\">áreas parcialmente carregadas</a> que é compatível apenas com o apoio distribuído pontual.</p>\n<figure data-asset-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" data-image-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/76438042-0256-4eee-b9c3-96cc482f48ad/Point%20distributed%20support%20%28CSFM%29.png\" data-asset-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" data-image-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" alt=\"\"></figure>\n<h4>Apoio com Placa de Apoio</h4>\n<p>O segundo tipo de apoio designa-se <strong>apoio com placa de apoio</strong>. A reação pontual é transferida para o modelo através de uma chapa de aço, a qual não é verificada e serve como dispositivo de transferência de reação. A chapa de aço impede o aparecimento de fissuras no betão e deforma-se. As dimensões da chapa podem influenciar significativamente os resultados. Este tipo de apoio é ideal para estruturas onde existe uma chapa de aço real, como os <strong>aparelhos de apoio de rolete para pontes</strong>.</p>\n<figure data-asset-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" data-image-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d5dca6f7-506e-49ea-9248-00bd2856aa32/Bearing%20plate%20support%20%28CSFM%29.png\" data-asset-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" data-image-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" alt=\"\"></figure>\n<h4>Apoio Linear</h4>\n<p>O terceiro tipo de apoio, que pode ser considerado universal ou mais geral do que os dois anteriores, designa-se <strong>apoio linear</strong>. Atua como um <strong>conjunto de apoios de mola num comprimento definido</strong> na aresta ou área do modelo. A rigidez da mola é predefinida (correspondente à rigidez da estrutura acima do apoio) ou definida pelo utilizador. Existe a possibilidade de modelar um apoio não linear que atua apenas à compressão. Este tipo de apoio é ideal para qualquer apoio que não se enquadre nos pressupostos dos dois primeiros tipos (distribuído pontual e com placa de apoio), especialmente apoios lineares e apoios de mola de estacas que atuam apenas à compressão.</p>\n<figure data-asset-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" data-image-id=\"377ec61e-0181-42d6-b807-8551ef18e856\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/41b6a0e5-80c3-4712-bf5b-3fa1cc373c2c/Line%20support%20%28CSFM%29.png\" data-asset-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" data-image-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" alt=\"\"></figure>\n<h4>Apoio Suspenso</h4>\n<p>O quarto tipo de apoio é o <strong>apoio suspenso</strong>. O apoio aplicado na suspensão é convertido, de acordo com a rotação, em apoios que atuam nos eixos de cada ramo de suspensão, aplicados no ponto onde os ramos de suspensão entram no betão. A parte da suspensão que sobressai do betão não é verificada. A utilização deste tipo de apoio é bastante evidente — sistema de <strong>âncoras de elevação em betão pré-fabricado</strong>, especialmente a argola de operação em obra fabricada em aço de armadura. </p>\n<figure data-asset-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" data-image-id=\"22af22f4-8657-4453-9e4a-866083d1532b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d68c0c7a-0f69-467d-b9bc-52e66cfa8c7c/Hanging%20support%20%28CSFM%29.png\" data-asset-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" data-image-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" alt=\"\"></figure>\n<h4>Apoio em Área</h4>\n<p>O quinto tipo de apoio no IDEA StatiCa Detail é o <strong>apoio em área</strong>. Trata-se de um apoio pontual com uma área específica através da qual a reação é transferida para o modelo. A reação é aplicada diretamente à armadura, explicitamente especificada (caso contrário, é aplicada ao betão). A utilização deste tipo de apoio é bastante evidente — <strong>sistema de âncoras de elevação em betão pré-fabricado</strong>, especialmente chapa de aço soldada à armadura, e basicamente todos os tipos de sistemas de âncoras de elevação fixados (soldados) à armadura ou apoiados contra ela. Outra utilização deste apoio é a modelação do apoio da viga de consola (sistema de apoio indireto).</p>\n<figure data-asset-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" data-image-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f6e72c10-0612-4ceb-b2fb-98d198e75fd1/Patch%20support%20%28CSFM%29.png\" data-asset-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" data-image-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" alt=\"\"></figure>\n<p><strong>Para uma explicação mais demonstrativa, consulte o webinar onde todos os tipos de apoio são explicados um a um:</strong></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e6e10c89_0d67_011e_3b21_3b8e91f5c5d8\"></object>\n<h2> Sugestão para utilizadores avançados</h2>\n<p>No artigo anterior, abordámos os tipos básicos de apoios aplicáveis no IDEA StatiCa Detail. No entanto, pode acontecer que, para estruturas específicas, estes tipos básicos não sejam suficientes.</p>\n<p>Preparámos um artigo focado em tópicos específicos e mais avançados relacionados com âncoras, aparelhos de apoio para pontes, etc.: <a data-item-id=\"1d52ff19-b6b3-5290-905a-178825f7cdc1\" href=\"\">Apoios no IDEA StatiCa Detail - Tópicos Avançados</a></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"detail_theoretical_background",
"how_to_apply_a_horizontal_force_occurring_in_the_b",
"basic_assumptions_of_csfm"
],
"linkedItems": [
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Pressupostos básicos do Método do Campo de Tensões Compatível (CSFM)"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Fig. 2 - Basic assumptions of CSFM.png",
"description": null,
"type": "image/png",
"size": 187222,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/70d687dc-a209-4d67-aeb9-c0bdabacd5c1/Fig.%202%20-%20Basic%20assumptions%20of%20CSFM.png",
"width": 1343,
"height": 824,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png",
"height": 1200,
"width": 1862
}
],
"linkedItemCodenames": [
"dc8f28de_6bb1_019d_6b00_c08545cfda13",
"f1a13296_c05c_012a_2632_46e6b429981d"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://www.youtube.com/embed/N4ddFVZ2Mqc?si=TKNqvudqLxQY5kKR"
}
},
"system": {
"codename": "dc8f28de_6bb1_019d_6b00_c08545cfda13",
"collection": "default",
"id": "dc8f28de-6bb1-019d-6b00-c08545cfda13",
"language": "pt-PT",
"lastModified": "2026-04-15T12:07:04.4058495Z",
"name": "dc8f28de-6bb1-019d-6b00-c08545cfda13",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/BhfeQV4Ga70?t=1776"
}
},
"system": {
"codename": "f1a13296_c05c_012a_2632_46e6b429981d",
"collection": "default",
"id": "f1a13296-c05c-012a-2632-46e6b429981d",
"language": "pt-PT",
"lastModified": "2026-04-15T12:07:04.4058495Z",
"name": "f1a13296-c05c-012a-2632-46e6b429981d",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "csfm___how_it_works__code_compliance__validation_a",
"linkId": "eaab962d-ba44-4ee0-8fa7-45193c9f52b5",
"urlSlug": "csfm-explained",
"type": "support_center_article"
},
{
"codename": "detail_theoretical_background",
"linkId": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"urlSlug": "theoretical-background-for-idea-statica-detail",
"type": "support_center_article"
},
{
"codename": "solution_for_concrete_walls_and_details___landing_",
"linkId": "4d79cdf4-c6ee-47e8-b4f2-58f4281194bf",
"urlSlug": "walls-and-details",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p><strong>Método do Campo de Tensões Compatível </strong>(CSFM) é um método inovador implementado no IDEA StatiCa Concrete, utilizado para o dimensionamento de estruturas de betão armado. Vamos ver os bastidores do nosso software e verificar por si mesmo que não há razão para ter receio de utilizar cálculos CSFM nos seus projetos. </p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Fig: a) Parede com aberturas b) Parede de corte c) Viga com extremidades rebaixadas e aberturas d) Pilar de ponte e) Diafragma de ponte </em></p>\n<p>Veja o <strong>vídeo de introdução sobre o CSFM e o IDEA StatiCa Detail</strong>:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dc8f28de_6bb1_019d_6b00_c08545cfda13\"></object>\n<p>O CSFM oferece muito mais do que simples verificações ULS. O estado avançado do método baseia-se na <strong>teoria modificada do campo de compressão</strong>, na implementação do <strong>enrijecimento à tração</strong>, e na distinção entre fissuração estabilizada ou não estabilizada; por isso <strong>realizamos verificações SLS</strong> do elemento de betão. Assim, podemos observar a <strong>largura de fissura</strong>, <strong>deformação</strong>, e <strong>tensões</strong> correspondentes às combinações SLS.</p>\n<p>Veja a gravação de um webinar onde a teoria por detrás do CSFM foi explicada em detalhe. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f1a13296_c05c_012a_2632_46e6b429981d\"></object>\n<p>Se estiver interessado no método em si, consulte mais recursos:</p>\n<p><strong>Artigo que resume os princípios</strong> do método: <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">CSFM explicado</a></p>\n<p><strong>Enquadramento teórico extenso</strong> onde encontrará em detalhe os métodos de material utilizados, como o modelo é construído e discretizado em malha, e como os valores individuais são calculados: <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Enquadramento Teórico</a></p>\n<p><br></p>\n<p>O método (CSFM) está implementado no <a data-item-id=\"4d79cdf4-c6ee-47e8-b4f2-58f4281194bf\" href=\"\">IDEA StatiCa Detail</a>.</p>\n<p><br></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"what_is_the_csfm_",
"can_you_trust_the_csfm_",
"what_are_the_key_differences_between_the_methods_c"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "O que é o CSFM?"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "What is the CSFM.png",
"description": null,
"type": "image/png",
"size": 115014,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/56a3076d-0f7c-473e-bc63-53e19a44a956/What%20is%20the%20CSFM.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Já ouviu falar do CSFM? É um método que implementámos no IDEA StatiCa Detail para resolver regiões de descontinuidade."
},
"content": {
"images": [
{
"description": null,
"imageId": "9739b6d6-2cbc-4745-a590-4a85f7e1862f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png",
"height": 789,
"width": 1476
}
],
"linkedItemCodenames": [
"n25e034e4_b24b_0161_8666_4057b49fa32f"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://www.youtube.com/embed/vBXGWSzZPMQ?si=ogkCfmtWhUP76rSP"
}
},
"system": {
"codename": "n25e034e4_b24b_0161_8666_4057b49fa32f",
"collection": "default",
"id": "25e034e4-b24b-0161-8666-4057b49fa32f",
"language": "pt-PT",
"lastModified": "2026-04-15T11:37:58.609887Z",
"name": "25e034e4-b24b-0161-8666-4057b49fa32f",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "csfm___how_it_works__code_compliance__validation_a",
"linkId": "eaab962d-ba44-4ee0-8fa7-45193c9f52b5",
"urlSlug": "csfm-explained",
"type": "support_center_article"
},
{
"codename": "detail_theoretical_background",
"linkId": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"urlSlug": "theoretical-background-for-idea-statica-detail",
"type": "support_center_article"
},
{
"codename": "concrete_building_in_brno",
"linkId": "ebaacf5d-a42f-4212-8530-4a798a6bffe0",
"urlSlug": "reinforced-concrete-structure-of-a-multifunctional-building",
"type": "case_study"
},
{
"codename": "landing_page___sample_projects",
"linkId": "6960cf43-a5d3-4169-8fd0-59b3574b7a36",
"urlSlug": "sample-projects",
"type": "landing_page___support_center_new"
},
{
"codename": "solution_for_concrete_walls_and_details___landing_",
"linkId": "4d79cdf4-c6ee-47e8-b4f2-58f4281194bf",
"urlSlug": "walls-and-details",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>O CSFM – Método do Campo de Tensões Compatível. É um método para dimensionar e efetuar a verificação normativa de detalhes de betão (tais como consolos, maciços de encabeçamento de estacas, vigas com aberturas, extremidades rebaixadas, etc.) e paredes. Os detalhes podem ser criados passo a passo utilizando entidades ou podem ser importados a partir de uma referência DXF, e o modelo é automaticamente transferido para o modelo de análise pelo CSFM. Os resultados, de acordo com a norma, são fornecidos.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p>O método é <strong>resumido</strong> brevemente, e todos os <strong>princípios essenciais</strong> são explicados no artigo seguinte. Encontrará também comparações com o Método Escora-e-tirante e o Método dos Campos de Tensões, e como se relacionam entre si. </p>\n<p> <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">CSFM explicado</a><br></p>\n<p>Para obter informação abrangente e teoria, pode escolher uma das seguintes fontes:</p>\n<p>1. <strong>Aula online</strong> do Prof. Kaufmann da ETH:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n25e034e4_b24b_0161_8666_4057b49fa32f\"></object>\n<p>2. <strong>Fundamentos teóricos</strong> elaborados pela nossa equipa:</p>\n<p>Saiba mais sobre o CSFM nos nossos <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Fundamentos teóricos</a>.</p>\n<p><br></p>\n<p>Se pretender ver a <strong>utilização prática</strong>, aceda aos <a data-item-id=\"ebaacf5d-a42f-4212-8530-4a798a6bffe0\" href=\"\">Casos de Estudo</a> ou aos <a data-item-id=\"6960cf43-a5d3-4169-8fd0-59b3574b7a36\" href=\"\">Projetos de Exemplo</a>, onde pode descarregar os modelos e verificar por si mesmo os resultados que o <a data-item-id=\"4d79cdf4-c6ee-47e8-b4f2-58f4281194bf\" href=\"\">IDEA StatiCa Detail</a> pode oferecer.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"csfm___how_it_works__code_compliance__validation_a",
"can_you_trust_the_csfm_",
"csfm_book___compatible_stress_field_design_of_stru",
"what_are_the_key_differences_between_the_methods_c"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Pode confiar no CSFM?"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "CSFM Book visualization 1200x630.png",
"description": null,
"type": "image/png",
"size": 340825,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/956577c4-179b-4257-b59f-fa94e79df096/CSFM%20Book%20visualization%201200x630.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"ccade5f7_84df_0169_036c_f928b84827dd"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://www.youtube.com/embed/4Fc8ZEXRPrk"
}
},
"system": {
"codename": "ccade5f7_84df_0169_036c_f928b84827dd",
"collection": "default",
"id": "ccade5f7-84df-0169-036c-f928b84827dd",
"language": "pt-PT",
"lastModified": "2026-04-15T11:38:19.3535567Z",
"name": "ccade5f7-84df-0169-036c-f928b84827dd",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "detail_theoretical_background",
"linkId": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"urlSlug": "theoretical-background-for-idea-statica-detail",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>O CSFM (Método do Campo de Tensões Compatível) é um método para o dimensionamento e verificação normativa de detalhes de betão, regiões de descontinuidade e paredes. É também o método implementado na aplicação IDEA StatiCa Detail.</p>\n<p>A resposta à questão acima mencionada é sim. A validação e verificação da solução CSFM é uma parte essencial do processo de desenvolvimento do software IDEA StatiCa. Foi realizada uma investigação extensiva neste domínio, disponível na página web da IDEA StatiCa e no livro Compatible Stress Field Design of Structural Concrete do prof. Kaufmann.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ccade5f7_84df_0169_036c_f928b84827dd\"></object>\n<p>Saiba mais sobre o CSFM no nosso <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Enquadramento teórico</a>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "FAQ",
"codename": "faq"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "can-you-trust-the-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"can-you-trust-the-csfm\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Pode confiar no CSFM?"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A validação e verificação da solução CSFM é uma parte essencial do processo de desenvolvimento do software IDEA StatiCa."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": "A validação e verificação da solução CSFM é a parte essencial do processo de desenvolvimento do software IDEA StatiCa."
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:38</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "can_you_trust_the_csfm_",
"collection": "default",
"id": "34ae8b6a-1ed0-43f8-b86e-2f3e318e90b0",
"language": "pt-PT",
"lastModified": "2026-04-15T11:38:19.3535567Z",
"name": "Can you trust the CSFM?",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Quais são as principais diferenças entre os métodos CSFM e Escora&tirante"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "What are the key differences between the methods CSFM and S&T.png",
"description": null,
"type": "image/png",
"size": 354480,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/84431430-d3b0-4e0e-a9af-2c810b5ac36b/What%20are%20the%20key%20differences%20between%20the%20methods%20CSFM%20and%20S%26T.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"cf64d6bc_bd68_019e_1955_88d70f014273"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/ltCcTwDa5fQ?t=1800"
}
},
"system": {
"codename": "cf64d6bc_bd68_019e_1955_88d70f014273",
"collection": "default",
"id": "cf64d6bc-bd68-019e-1955-88d70f014273",
"language": "pt-PT",
"lastModified": "2026-04-15T10:29:40.091883Z",
"name": "cf64d6bc-bd68-019e-1955-88d70f014273",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Que benefícios traz o <strong>CSFM </strong>à prática de engenharia, e por que razão deve experimentá-lo? Uma das maiores vantagens é a generalidade do <strong>Método do Campo de Tensões Compatível</strong>, que permite aos utilizadores projetar e realizar a verificação normativa de qualquer geometria de estrutura de betão. Além disso, a deteção automática da posição ideal da armadura auxilia o processo de dimensionamento, e o engenheiro recebe resultados de verificação claros tanto para o <strong>ULS</strong> como para o <strong>SLS</strong>, incluindo fendilhação e deformações.</p>\n<p>Assista à gravação em vídeo do nosso webinar, onde os nossos engenheiros de produto explicam as principais diferenças entre estas duas abordagens:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cf64d6bc_bd68_019e_1955_88d70f014273\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "FAQ",
"codename": "faq"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "key-differences-between-csfm-and-strut-tie"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"key-differences-between-csfm-and-strut-tie\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Principais diferenças entre os métodos CSFM e Escora&tirante"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O Método do Campo de Tensões Compatível permite aos utilizadores projetar e realizar a verificação normativa de qualquer geometria da estrutura de betão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:29</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "what_are_the_key_differences_between_the_methods_c",
"collection": "default",
"id": "4103cde6-e457-5d41-af3d-774a7ec760a8",
"language": "pt-PT",
"lastModified": "2026-04-15T10:29:40.091883Z",
"name": "What are the key differences between the methods CSFM and S&T",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "FAQ",
"codename": "faq"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "what-is-the-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"what-is-the-csfm\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "O que é o CSFM?"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O CSFM – Método do Campo de Tensões Compatível para o dimensionamento e verificação normativa de detalhes de betão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:37</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "what_is_the_csfm_",
"collection": "default",
"id": "86ad7678-0f7f-452a-8e0d-376ea5797b27",
"language": "pt-PT",
"lastModified": "2026-04-15T11:37:58.609887Z",
"name": "What is the CSFM?",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Stress in reinforcement",
"codename": "stress_in_reinforcement"
},
{
"name": "Detail 2D",
"codename": "detail"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 8800
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "basic-assumptions-of-compatible-stress-field-method-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"basic-assumptions-of-compatible-stress-field-method-csfm\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Pressupostos básicos do Método do Campo de Tensões Compatível (CSFM)"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O CSFM baseia-se na teoria modificada do campo de compressão, na implementação do enrijecimento à tração e na distinção entre fissuração estabilizada ou não estabilizada."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:07</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "basic_assumptions_of_csfm",
"collection": "default",
"id": "abe8dc1b-83f8-4e04-b9cb-91ea9961a5fb",
"language": "pt-PT",
"lastModified": "2026-04-15T12:07:04.4058495Z",
"name": "Basic assumptions of CSFM",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Support",
"codename": "support"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9200
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "types-of-supports-in-idea-statica-detail"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"types-of-supports-in-idea-statica-detail\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Tipos de apoios no IDEA StatiCa Detail"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Existem cinco tipos de apoios no IDEA StatiCa Detail (CSFM) — vamos descobrir para que servem."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:28</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "types_of_supports_in_idea_statica_detail__csfm_",
"collection": "default",
"id": "5a121972-f384-4f14-8788-9da298e1aae1",
"language": "pt-PT",
"lastModified": "2026-04-15T10:28:16.661299Z",
"name": "Types of supports in IDEA StatiCa Detail",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "Geometry",
"codename": "geometry"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9300
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "geometry-types-in-detail"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"geometry-types-in-detail\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Tipos de geometria em Detail"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A aplicação Detail distingue cinco tipos de geometria com base na topologia da estrutura selecionada. Vejamos cada um deles."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:48</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "geometry_types_in_detail",
"collection": "default",
"id": "d687ccdc-e898-489c-91cf-c4d935406d36",
"language": "pt-PT",
"lastModified": "2026-04-15T11:48:18.9024218Z",
"name": "Geometry types in Detail",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Diafragma de ponte"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Bridge diaphragm.png",
"description": null,
"type": "image/png",
"size": 116437,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/62e1a75a-4857-44ac-8b11-258b506f9161/Bridge%20diaphragm.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2022-12-23T23:00:00Z",
"displayTimeZone": "Europe/Warsaw"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"member___bridge"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Ponte"
},
"display_in_sample_projects": {
"name": "Display on \"Sample projects\" page",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "true"
}
]
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "SeZatizenim.png",
"description": null,
"type": "image/png",
"size": 12278,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1eca8e32-8195-4cfe-843c-2f4b80a4cd42/SeZatizenim.png",
"width": 885,
"height": 500,
"renditions": {}
}
]
},
"preview_files": {
"name": "Preview files (*.ideaCon)",
"type": "asset",
"value": []
},
"download_files": {
"name": "Download files (*.zip)",
"type": "asset",
"value": [
{
"name": "DEMO Bridge.zip",
"description": null,
"type": "application/x-zip-compressed",
"size": 5549551,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fa79c29e-1e95-4690-a31a-7c34adb2eef6/DEMO%20Bridge.zip",
"renditions": null
}
]
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 15:57</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
}
},
"system": {
"codename": "member___bridge",
"collection": "default",
"id": "463aa601-85c3-4df4-ac4c-25bdc650d550",
"language": "pt-PT",
"lastModified": "2026-04-15T13:57:06.4935644Z",
"name": "Sample project - Member - Bridge",
"sitemapLocations": [],
"type": "sample_project",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [
{
"codename": "steel___member",
"linkId": "e2fb6b14-f5e4-4b81-8322-71acd2cdf487",
"urlSlug": "steel-member-design",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Um exemplo de dimensionamento e verificação normativa segundo o Eurocódigo de uma viga transversal de ponte em aço. A viga está rigidamente aparafusada às vigas-parede principais através de placas de extremidade com enrijecedores e carregada por duas forças pontuais nos terços do vão. O modelo é dimensionado e analisado na aplicação <a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a>. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"member___bridge\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Sample projects",
"codename": "sample_project"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Member",
"codename": "member"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 8650
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "bridge-diaphragm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"bridge-diaphragm\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Diafragma de ponte"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Projeto de exemplo de dimensionamento e verificação normativa, segundo o Eurocódigo, de uma viga transversal de ponte em aço. A viga está rigidamente aparafusada às vigas-parede principais através de placas de extremidade com enrijecedores e carregada por duas forças pontuais nos terços do vão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:14</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "bridge___sample_projects",
"collection": "default",
"id": "5f00b2e9-080a-4838-b5a8-3c821b78bc70",
"language": "pt-PT",
"lastModified": "2026-04-15T11:14:47.640855Z",
"name": "SP - Bridge diaphragm",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Dimensionamento de betão armado via CSFM"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "2020-05-13 Reinforced concrete design via CSFM.png",
"description": null,
"type": "image/png",
"size": 715297,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d5068bff-4c0e-481d-86d4-eb93eabe10c5/2020-05-13%20Reinforced%20concrete%20design%20via%20CSFM.png",
"width": 1000,
"height": 600,
"renditions": {}
}
]
},
"post_date": {
"name": "Webinar date",
"type": "date_time",
"value": "2020-05-13T00:00:00Z",
"displayTimeZone": null
},
"post_date_2": {
"name": "Webinar date 2",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"agenda": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Agenda",
"type": "rich_text",
"value": "<ul>\n <li>Nova tecnologia CSFM</li>\n <li>Exemplo de referência</li>\n <li>Teoria do CSFM</li>\n <li>Interpretação de resultados</li>\n <li>Verificações ULS e SLS</li>\n <li>Comparação dos resultados CSFM com diferentes métodos (STM)</li>\n</ul>"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "O CSFM é um método inovador implementado no IDEA StatiCa Concrete, utilizado para o dimensionamento de estruturas de betão armado. Vamos ver o que está por detrás da cena do nosso software e verificar por si próprios que não há razão para ter receio de utilizar cálculos CSFM nos seus projetos."
},
"content": {
"images": [
{
"description": null,
"imageId": "29e7a7f1-3090-4750-9e51-e3b510ba33fd",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png",
"height": 656,
"width": 970
},
{
"description": null,
"imageId": "314706ad-bfe3-44e6-aa04-c87cb1a29a68",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png",
"height": 656,
"width": 970
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Junte-se ao webinar onde o foco estará centrado na teoria do método que se esconde sob o nome CSFM (<strong>Método do Campo de Tensões Compatível</strong>). O problema do dimensionamento de estruturas de betão armado abrirá o webinar, depois serão introduzidas as hipóteses básicas do método e serão discutidos os tipos de estruturas de betão armado adequadas para este método. De seguida, passamos a um exemplo prático que utilizamos para explicar os princípios da análise e verificações da estrutura de betão armado via CSFM. Como exemplo de referência, foi selecionada uma <strong>parede de betão armado com uma abertura</strong>, carregada por uma força concentrada localizada na sua extremidade superior. Muitos de vós já encontraram este exemplo quando é ensinado o método Escora-e-tirante (STM). E os resultados do STM serão comparados com os obtidos pelo CSFM.</p>\n<figure data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png\" data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" alt=\"\"></figure>\n<figure data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png\" data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" alt=\"\"></figure>\n<p>O CSFM oferece muito mais do que apenas verificações ULS. O estado avançado do método baseia-se na <strong>teoria modificada do campo de compressão</strong>, na implementação do <strong>enrijecimento à tração</strong> e na distinção entre fendilhação estabilizada ou não estabilizada; por isso <strong>realizamos verificações SLS</strong> da <strong>parede</strong> de betão. Assim, podemos observar a <strong>largura de fenda</strong>, <strong>deformação</strong> e <strong>tensões</strong> correspondentes às combinações SLS.</p>\n<p><strong>Método do Campo de Tensões Compatível (CSFM)</strong>, um novo método que permite um dimensionamento sofisticado de betão armado de acordo com as normas.</p>\n<p>Junte-se aos nossos experientes Engenheiros de Produto e calcule as estimativas de ontem!</p>\n<h3>Veja a gravação do webinar</h3>"
},
"presenters": {
"name": "Presenters",
"type": "modular_content",
"value": [
"petra_komarkova",
"lukas_juricek"
],
"linkedItems": [
{
"elements": {
"name": {
"name": "Name",
"type": "text",
"value": "Petra Komarkova"
},
"position": {
"name": "Position",
"type": "text",
"value": "Product Engineer\nIDEA StatiCa"
},
"images": {
"name": "Image",
"type": "asset",
"value": [
{
"name": "Petra WEB.png",
"description": null,
"type": "image/png",
"size": 332370,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ddab54c4-9de7-4b96-b8c1-0a1b670dcb6b/Petra%20WEB.png",
"width": 325,
"height": 400,
"renditions": {}
}
]
},
"perex": {
"name": "Perex",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p><br></p>"
},
"linkedin": {
"name": "LinkedIn",
"type": "text",
"value": "https://linkedin.com/in/petra-komárková-265a65b0"
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "petra-komarkova"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"petra-komarkova\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 12.5.2026 17:16</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 12.5.2026 11:56</li>\n <li>fr-FR: Translated on 7.5.2026 17:17</li>\n <li>hu-HU: Translated on 12.5.2026 15:33</li>\n <li>it-IT: Translated on 12.5.2026 13:37</li>\n <li>ko-KR: Never translated</li>\n <li>nl-NL: Translated on 12.5.2026 14:38</li>\n <li>pl-PL: Never translated</li>\n <li>pt-PT: Translated on 12.5.2026 18:46</li>\n <li>ro-RO: Translated on 12.5.2026 16:27</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": "Petra Komarkova"
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": "petra-komarkova"
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "petra_komarkova",
"collection": "default",
"id": "17313d89-d4f4-4b72-a3e6-16669e2ce3a4",
"language": "pt-PT",
"lastModified": "2026-06-17T08:34:15.4351895Z",
"name": "Petra Komarkova",
"sitemapLocations": [],
"type": "author",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]"
]
},
"recorded_video": {
"name": "Recorded video",
"type": "text",
"value": "https://www.youtube.com/embed/BhfeQV4Ga70"
},
"gotowebinar_key": {
"name": "GoToWebinar key",
"type": "text",
"value": ""
},
"marketing_consent": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Marketing consent",
"type": "rich_text",
"value": "<p><br></p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "SLS",
"codename": "sls"
},
{
"name": "ULS",
"codename": "uls"
},
{
"name": "Wall",
"codename": "wall"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"preview_image_amer": {
"name": "Preview image AMER",
"type": "asset",
"value": []
},
"preview_image_emea_apac": {
"name": "Preview image EMEA+APAC",
"type": "asset",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "reinforced-concrete-design-via-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"reinforced-concrete-design-via-csfm\",\"[autogenerated]\"]"
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Dimensionamento de betão armado via CSFM"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Vamos ver o que está por detrás da cena do nosso software e verificar por si próprios que não há razão para ter receio de utilizar cálculos CSFM nos seus projetos."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 12.5.2026 17:17</li>\n <li>de-DE: Translated on 18.5.2026 23:00</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 12.5.2026 11:57</li>\n <li>fr-FR: Translated on 7.5.2026 17:17</li>\n <li>hu-HU: Translated on 12.5.2026 15:34</li>\n <li>it-IT: Translated on 12.5.2026 13:37</li>\n <li>ko-KR: Translated on 12.5.2026 20:23</li>\n <li>nl-NL: Translated on 12.5.2026 14:38</li>\n <li>pl-PL: Translated on 12.5.2026 19:33</li>\n <li>pt-PT: Translated on 26.5.2026 13:17</li>\n <li>ro-RO: Translated on 12.5.2026 16:27</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "dimenzovani_zb_konstrukci_podle_csfm",
"collection": "default",
"id": "9b32b5fe-8779-5426-b128-5cd1d52bcdb9",
"language": "pt-PT",
"lastModified": "2026-05-26T11:17:58.2877911Z",
"name": "Reinforced concrete design via CSFM",
"sitemapLocations": [],
"type": "webinar",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "partially-loaded-areas"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"partially-loaded-areas\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Áreas parcialmente carregadas"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Esta funcionalidade é adequada para pré-fabricadores que lidam com reações significativas nos apoios ou forças de pré-esforço concentradas provenientes dos tendões nas vigas."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:08</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
}Widget #NaN: support_center_article
Name: RN 20.0: UK National Annex implementation
ID: d167acb9-5ec8-40a8-97d1-28b310c8798d
Show Raw Data
{
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Implementação do Anexo Nacional do Reino Unido"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "British annex.png",
"description": null,
"type": "image/png",
"size": 153242,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5ec384c5-877d-4325-ba6b-661f5c357ad5/British%20annex.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "17d2c8fd-fb9c-493c-afb8-efeef4311945",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2fbc6c48-ca67-4098-a339-e42628d028a3/British%20annex.png",
"height": 995,
"width": 1702
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>O Anexo Nacional do Reino Unido foi adicionado à família de anexos existentes que permitem aos engenheiros efetuar a verificação normativa de estruturas existentes e recentemente construídas.</p>\n<p>Implementámos o Anexo Nacional do Reino Unido em resposta ao impulso de muitos dos nossos clientes. Com o anexo do Reino Unido implementado nas nossas aplicações de betão, é agora possível calcular e, principalmente, efetuar verificações normativas de estruturas de edifícios de acordo com a BS EN 1992-1, pontes BS EN 1992-2, estruturas de contenção e retenção de acordo com a BS EN 1992-3. As verificações estão implementadas nas aplicações de betão Beam, RCS, Column e BIM.</p>\n<figure data-asset-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\" data-image-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2fbc6c48-ca67-4098-a339-e42628d028a3/British%20annex.png\" data-asset-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\" data-image-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\" alt=\"\"></figure>\n<p><br></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_concrete_20"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Notas de versão IDEA StatiCa Concrete 20"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Templates of the bridge diaphragms.png",
"description": null,
"type": "image/png",
"size": 528113,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7b135ee4-b45a-4f20-9b6f-b3f0194219ce/Templates%20of%20the%20bridge%20diaphragms.png",
"width": 1847,
"height": 1814,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2020-05-26T00:00:00Z",
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"release_notes_idea_statica_20___introduction__copy",
"release_notes_idea_statica_20___new_licensing_syst",
"parametric_diaphragms_templates",
"partially_loaded_areas",
"uk_national_annex_implementation"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Introdução"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2020-05-26T00:00:00Z",
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A nova versão do IDEA StatiCa chegou! É a maior implementação de feedback e sugestões de clientes que tivemos em anos. E isso significa muito – o IDEA StatiCa é utilizado por mais de 3500 clientes que partilham mais de 4000 projetos únicos do IDEA StatiCa <strong>todos os meses</strong>. A versão 20 vem com a extensão da funcionalidade existente e traz principalmente novas funcionalidades que mudam a abordagem ao dimensionamento e à verificação normativa de áreas parcialmente carregadas de estruturas de betão.</p>\n<p>Os destaques desta versão são:</p>\n<ul>\n <li>Modelos paramétricos de diafragmas</li>\n <li>Áreas parcialmente carregadas</li>\n <li>Anexo Nacional do Reino Unido</li>\n</ul>\n<p>Tudo isto com verificações precisas da resistência do betão e da armadura, tensões e deformações. Tudo o que a norma exige, com resultados claramente visualizados para uma melhor compreensão do comportamento estrutural.</p>\n<p>Como passámos do número 10 para o 20? A razão é simples – alinhar a numeração com a contagem dos anos.</p>\n<p>Esperamos que aprecie todas as nossas novas funcionalidades e melhorias e adoraríamos receber o seu feedback a qualquer momento. </p>\n<p>Calcule as estimativas de ontem!</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Concrete Topics",
"codename": "calculation_methods"
},
{
"name": "Diaphragms",
"codename": "diaphragms"
},
{
"name": "Load effects",
"codename": "load_effects"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "introduction-concrete"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"introduction-concrete\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:48</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_idea_statica_20___introduction__copy",
"collection": "default",
"id": "3e6d553a-be98-4b74-8e17-da1b7c19d8c1",
"language": "pt-PT",
"lastModified": "2026-04-15T11:48:03.3458056Z",
"name": "Release notes IDEA StatiCa Concrete 20 - Introduction",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Novo sistema de licenciamento"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "c8f006aa-3cbf-49ef-805e-29bcb6893935",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg",
"height": 947,
"width": 552
},
{
"description": null,
"imageId": "883b3bdf-6d94-49a8-9745-83c822e8a756",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg",
"height": 600,
"width": 350
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>O novo sistema de licenciamento online da IDEA StatiCa foi implementado. É baseado em conta, o que significa que tudo o que precisa para iniciar o IDEA StatiCa 20 é inserir o seu nome de utilizador (por defeito, um e-mail) e palavra-passe.</p>\n<p>Porquê?</p>\n<ul>\n <li>Os nossos clientes tinham dificuldades com a logística relacionada com códigos de licença, ficheiros de licença e dongles.</li>\n <li>A licença da IDEA StatiCa podia ser corrigida sem a cooperação do utilizador final (reativação, etc.).</li>\n <li>Os nossos clientes tinham de implementar a licença de rede nos seus servidores.</li>\n <li>A licença empresarial não podia ser facilmente partilhada com colaboradores em deslocação ou em teletrabalho</li>\n</ul>\n<p>O novo sistema de licenciamento online da IDEA StatiCa resolve todos estes problemas e muito mais. Tudo é fornecido numa cloud da IDEA StatiCa robusta e segura, para a qual os utilizadores precisam apenas de uma coisa para aceder – o seu nome de utilizador (por defeito, um e-mail) e palavra-passe.</p>\n<p>Como funciona a licença online?</p>\n<ul>\n <li>A instalação da IDEA StatiCa verifica regularmente com o servidor de licenças da IDEA StatiCa para atualizar a licença e verificar a configuração do produto.</li>\n <li>Os utilizadores da IDEA StatiCa não precisam de estar online permanentemente. A licença funcionará durante 72 horas sem ligação à internet. Após esse período, é necessário ligar ao servidor de licenciamento.</li>\n <li>Os administradores, bem como os utilizadores finais, podem visualizar/editar a licença através do portal de clientes da IDEA StatiCa, um backend online com os seus dados de licenciamento</li>\n</ul>\n<figure data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg\" data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" alt=\"\"></figure>\n<h4>Como configurar a versão 20 da IDEA StatiCa</h4>\n<ul>\n <li>Cada cliente da IDEA StatiCa tem um endereço de e-mail principal no nosso sistema (confirmado numa encomenda anterior)</li>\n <li>Com o lançamento da versão 20, a IDEA StatiCa enviará as credenciais de administrador para este e-mail. A licença terá direitos com base nos produtos adquiridos e no número de utilizadores.</li>\n <li>Os administradores podem então adicionar e remover outros utilizadores na organização</li>\n <li>Cada utilizador na organização pode utilizar apenas o tipo selecionado de produtos IDEA StatiCa</li>\n</ul>\n<figure data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg\" data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" alt=\"\"></figure>\n<p><em>Gestor de licenças da IDEA StatiCa</em></p>\n<h4>Aviso de migração</h4>\n<ul>\n <li>A IDEA StatiCa 20 tem apenas uma forma de licenciar e iniciar – o novo sistema de licenciamento online.</li>\n <li>Os sistemas de licenciamento antigos (Eleckey, HASP) das versões até 10.1 permanecem inalterados e funcionais. Os direitos vitalícios (agora designados \"Perpétuos\") funcionarão indefinidamente, mas o seu suporte técnico será encerrado em <strong>30. 6. 2021</strong>. Após esta data, reposições de licença, reativações e outro suporte de licenciamento deixarão de ser fornecidos. Certifique-se de que a sua organização migra para a versão 20 o mais brevemente possível.</li>\n</ul>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Licensing",
"codename": "licensing"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Licensing",
"codename": "licensing"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "new-licensing-system"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"new-licensing-system\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:47</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_idea_statica_20___new_licensing_syst",
"collection": "default",
"id": "3469eafc-6ee0-4388-823f-5a32409eedcc",
"language": "pt-PT",
"lastModified": "2026-04-15T11:47:40.4915968Z",
"name": "RN 20.0: New licensing system",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Modelos paramétricos de diafragmas"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "parametric diaphragm templates.png",
"description": null,
"type": "image/png",
"size": 142758,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0d22700e-9c02-430a-ab98-3b30ed27a2b0/parametric%20diaphragm%20templates.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Os modelos paramétricos de diafragmas permitem aos engenheiros um dimensionamento mais rápido e, principalmente, a otimização da forma através de parâmetros predefinidos. Isto pode ser um benefício crucial para a poupança de material e de tempo de cada engenheiro.</p>\n<p>Desenvolvemos modelos paramétricos de diafragmas de pontes. Os utilizadores podem facilmente alterar a geometria do modelo, como a largura, a altura, a inclinação das arestas e muitos outros parâmetros. Graças a isto, os utilizadores obtêm a forma desejada e alcançam a máxima utilização do betão. O principal benefício é que a otimização da forma pode ser realizada em minutos e sem limites no dimensionamento. Se não encontrar a forma desejada nos modelos, pode sempre utilizar a opção de definir uma forma geral através de uma referência DXF.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "Diaphragms",
"codename": "diaphragms"
},
{
"name": "Bridges",
"codename": "bridges"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "parametric-diaphragms-templates"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"parametric-diaphragms-templates\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Modelos paramétricos de diafragmas"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Os modelos paramétricos de diafragmas permitem aos engenheiros um dimensionamento mais rápido e, principalmente, a otimização da forma através de parâmetros predefinidos."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:07</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "parametric_diaphragms_templates",
"collection": "default",
"id": "ba0afcf0-3bb6-4cac-bd9d-7f3ac26d9e3d",
"language": "pt-PT",
"lastModified": "2026-04-15T11:07:55.7549314Z",
"name": "RN 20.0: Parametric diaphragms templates",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Áreas parcialmente carregadas"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Partially loaded areas.png",
"description": null,
"type": "image/png",
"size": 105195,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3a60077b-3642-4e6c-b93e-e264a9f4609e/Partially%20loaded%20areas.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Este artigo é dedicado ao tema da área parcialmente carregada."
},
"content": {
"images": [
{
"description": null,
"imageId": "3ab51e56-2e14-40b7-9f70-7ee929f7adeb",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG",
"height": 772,
"width": 1704
},
{
"description": null,
"imageId": "b72f7533-5eae-4ccc-8386-af616f712ff6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG",
"height": 556,
"width": 685
},
{
"description": null,
"imageId": "db666445-daab-4bbd-8f4c-dd0917b61eba",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png",
"height": 1049,
"width": 3910
},
{
"description": null,
"imageId": "802e353e-22eb-4418-a1c6-c7c47e4f890c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png",
"height": 566,
"width": 1207
},
{
"description": null,
"imageId": "62cc432f-b87c-4de2-b8ca-afd16981510a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png",
"height": 523,
"width": 1818
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<h2>Armadura em Área Parcialmente Carregada</h2>\n<p>É possível dimensionar a armadura na área parcialmente carregada de forma mais eficiente desde a versão 20.1. As barras de armadura fazem parte do modelo CSFM, e a aderência entre o betão e as barras é tratada como perfeita. </p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"\"></figure>\n<h2>Sobre a Área Parcialmente Carregada</h2>\n<p>Esta funcionalidade é adequada principalmente para engenheiros estruturais de pré-fabricação e pontes que lidam com reações significativas nos apoios ou forças de pré-esforço concentradas provenientes dos tendões nas vigas. O benefício está além de um dimensionamento não conservador, permitindo poupar material e custos.</p>\n<p>Foi desenvolvida uma abordagem para tratar o estado de tensão triaxial em áreas parcialmente carregadas. Nestas áreas, o esmagamento do betão é admitido, e a resistência do betão à compressão pode ser aumentada devido ao confinamento transversal de acordo com as normas em vigor (Eurocódigo). O aumento da resistência pode atingir até 3 vezes a resistência à compressão em cilindro do betão.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>A área parcialmente carregada pode ser encontrada em qualquer estrutura. Alguns exemplos típicos são os diafragmas de pontes com uma área acima dos apoios, áreas sob a âncora, ou carga concentrada na extremidade da parede. As áreas parcialmente carregadas são dimensionadas de acordo com os requisitos do Eurocódigo e são simultaneamente condicionadas pela geometria do modelo (aberturas, espessura, bordos, variação abrupta da secção transversal).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"\"></figure>\n<p>O aumento da resistência do betão pode ser considerado se o confinamento for mantido. Devido a esta condição, barras de armadura são automaticamente adicionadas para satisfazer a condição relativa ao confinamento e às disposições do Eurocódigo.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>Esta funcionalidade garante que os modelos convergem e cumprem simultaneamente os critérios de dimensionamento das normas em vigor (Eurocódigo). O método implementado é independente da malha de elementos finitos. <strong>A capacidade resistente é aumentada com</strong> a <strong>variação da área de betão. A consequência deste estado é uma tensão constante ao longo da altura de um cone. </strong>As escoras fictícias dispersas afetam artificialmente a rigidez do cone e redistribuem corretamente a tensão transversal que surge nesta área. A densidade de cada escora dispersa aumenta na direção da carga aplicada.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>As limitações conhecidas decorrem das normas em vigor no Eurocódigo.</p>\n<ul>\n <li>Os cones não podem coincidir</li>\n <li>A área A<sub>c1</sub> e A<sub>c0 </sub>situam-se na resultante da força atuante</li>\n</ul>\n<p><br></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"geometry_types_in_detail",
"bridge___sample_projects",
"basic_assumptions_of_csfm",
"dimenzovani_zb_konstrukci_podle_csfm"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Tipos de geometria em Detail"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "RC-D_03_00_KBA.png",
"description": null,
"type": "image/png",
"size": 28599,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/efbe3baa-8ae2-421e-9231-de0b02b37f99/RC-D_03_00_KBA.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "A aplicação Detail distingue cinco tipos de geometria com base na topologia da estrutura selecionada. Vejamos cada um deles."
},
"content": {
"images": [
{
"description": null,
"imageId": "b151040d-4d6d-4e20-a297-670e3af4cd71",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "9a09f87a-31c4-4c32-a44d-2b30d868869d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "d33c995d-190c-43f5-9dfb-589a025b24b7",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "b6fe80b6-3a1d-434b-a35e-4635c8362f1c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png",
"height": 1152,
"width": 1920
},
{
"description": null,
"imageId": "bc162bb5-9685-4cba-b26b-60417fccf05b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png",
"height": 1152,
"width": 1920
},
{
"description": null,
"imageId": "025d3df2-ffe0-4c71-9bde-f5837421ae1a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png",
"height": 1103,
"width": 1920
},
{
"description": null,
"imageId": "9bd9525d-f0b9-477c-97b6-b7d1ab6365a3",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "99f9f30d-cc57-4dea-981c-f8d76092acbc",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "55bb8184-6fc9-4567-81af-fca818c4f5b7",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png",
"height": 420,
"width": 640
},
{
"description": null,
"imageId": "d721402b-14ac-4807-aef2-f668dd9f3166",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "2f0b6e92-12e9-4d0e-9ca1-694c0b540aae",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png",
"height": 1090,
"width": 1920
},
{
"description": null,
"imageId": "c5edd940-03b8-45d5-b727-8c7519191be0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "7c4d9fea-76b9-4de6-9399-7946e1351c95",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png",
"height": 680,
"width": 1972
},
{
"description": null,
"imageId": "e4670a1e-0b30-4707-b708-7858eb147bae",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png",
"height": 1099,
"width": 1920
},
{
"description": null,
"imageId": "a10dccd9-755e-4463-ab21-21803ae67e73",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png",
"height": 771,
"width": 1478
},
{
"description": null,
"imageId": "3c3913eb-ffb0-4e02-8ae8-59a315d449a5",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png",
"height": 1160,
"width": 1920
}
],
"linkedItemCodenames": [
"n6719e4aa_94d6_01e5_0239_add52d63657f"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Experimente o IDEA StatiCa gratuitamente"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": "Inicie o seu período de avaliação hoje e usufrua de 14 dias de acesso completo e serviços sem qualquer custo."
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Iniciar avaliação gratuita"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page_role_navigation"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Comece gratuitamente"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": ""
},
"breadcrumbs_page_title": {
"name": "Breadcrumbs page title",
"type": "text",
"value": ""
},
"breadcrumbs_parent": {
"name": "Breadcrumbs parent",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Selecione a sua função abaixo e enviaremos a licença gratuita do IDEA StatiCa adequada às suas necessidades.</p>"
},
"shared_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "portal_dashboard_landing_page",
"linkId": "2f0412c5-5b52-423c-a352-8af4da02be92",
"urlSlug": "dashboard",
"type": "portal_landing_page"
}
],
"name": "Shared content",
"type": "rich_text",
"value": "<h3>Já tem uma conta? <a data-item-id=\"2f0412c5-5b52-423c-a352-8af4da02be92\" href=\"\">Iniciar sessão</a></h3>"
},
"design": {
"name": "Design",
"type": "multiple_choice",
"value": []
},
"header_link": {
"name": "Header link",
"type": "text",
"value": ""
},
"header_content_item_link": {
"name": "Header Content Item Link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_cross_links": {
"name": "Header cross links",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Header content",
"type": "rich_text",
"value": "<p><br></p>"
},
"header_title": {
"name": "Header title",
"type": "text",
"value": ""
},
"header_alignment": {
"name": "Header alignment",
"type": "multiple_choice",
"value": []
},
"header_button_text": {
"name": "Header button text",
"type": "text",
"value": ""
},
"is_breadcrumbs_hidden": {
"name": "Hide breadcrumbs",
"type": "multiple_choice",
"value": []
},
"header_background_image": {
"name": "Background image",
"type": "asset",
"value": []
},
"header_background_image_effects": {
"name": "Background image effect",
"type": "multiple_choice",
"value": []
},
"is_header_full_height": {
"name": "Small height header",
"type": "multiple_choice",
"value": []
},
"header_background_video": {
"name": "Background video",
"type": "asset",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "role-navigation"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"role-navigation\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Teste Gratuito de 14 Dias"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Obtenha a licença gratuita mais adequada às suas necessidades. Para utilizadores empresariais, oferecemos uma licença de teste gratuita de 14 dias; os estudantes podem usufruir de uma licença educacional de 1 ano."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 12.6.2026 10:56</li>\n <li>de-DE: Translated on 29.5.2026 12:38</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 12.6.2026 11:05</li>\n <li>fr-FR: Translated on 12.6.2026 10:59</li>\n <li>hu-HU: Translated on 29.5.2026 16:20</li>\n <li>it-IT: Translated on 12.6.2026 11:02</li>\n <li>ko-KR: Translated on 29.5.2026 20:38</li>\n <li>nl-NL: Translated on 12.6.2026 11:08</li>\n <li>pl-PL: Translated on 29.5.2026 18:25</li>\n <li>pt-PT: Translated on 12.6.2026 11:11</li>\n <li>ro-RO: Translated on 29.5.2026 17:04</li>\n <li>ru-RU: Translated on 29.5.2026 17:45</li>\n <li>th-TH: Translated on 29.5.2026 19:46</li>\n <li>tr-TR: Translated on 29.5.2026 22:06</li>\n <li>vi-VN: Translated on 29.5.2026 21:20</li>\n <li>zh-CN: Translated on 29.5.2026 19:06</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "landing_page_role_navigation",
"collection": "default",
"id": "0c872071-6a3f-4b99-8cd4-66440db9cc0d",
"language": "pt-PT",
"lastModified": "2026-06-12T09:11:24.3918348Z",
"name": "Free trial / EDU license request – Role-navigation",
"sitemapLocations": [],
"type": "landing_page",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n6719e4aa_94d6_01e5_0239_add52d63657f",
"collection": "default",
"id": "6719e4aa-94d6-01e5-0239-add52d63657f",
"language": "pt-PT",
"lastModified": "2026-04-15T11:48:18.9024218Z",
"name": "6719e4aa-94d6-01e5-0239-add52d63657f",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "types_of_supports_in_idea_statica_detail__csfm_",
"linkId": "5a121972-f384-4f14-8788-9da298e1aae1",
"urlSlug": "types-of-supports-in-idea-statica-detail",
"type": "support_center_article"
},
{
"codename": "theoretical_background_detail___load_transfer_at_t",
"linkId": "aa1a5fc8-a069-4196-9c2e-cde472068193",
"urlSlug": "2-3-load-transfer-at-trimmed-ends-of-beams",
"type": "support_center_article"
},
{
"codename": "theoretical_background_detail___geometric_modifica",
"linkId": "5cff133b-460c-4bf2-94c2-3957a7b88e47",
"urlSlug": "2-4-geometric-modification-of-cross-sections",
"type": "support_center_article"
},
{
"codename": "theoretical_background_detail___supports_and_load_",
"linkId": "50ed723b-9b87-4870-a69f-e05b5a8a8150",
"urlSlug": "2-2-supports-and-load-transmitting-components",
"type": "support_center_article"
},
{
"codename": "how_to_model_a_detail_with_two_trimmed_ends_compos",
"linkId": "7e9198c1-d161-5c59-9e9b-aed2c2a00408",
"urlSlug": "how-to-model-a-detail-with-two-trimmed-ends-composed-of-two-cross-sections",
"type": "blog_post"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>Parede</h2>\n<p>A parede é a entidade mais geral que pode ser definida no modelo. Existem vários casos para os quais pode utilizar este detalhe. Chegou o momento de explicar como. </p>\n<p>Em primeiro lugar, vamos falar sobre a forma do elemento. A forma da parede pode ser definida como:</p>\n<ul>\n <ul>\n <li><strong>Retangular</strong> </li>\n </ul>\n</ul>\n<p>Utilizando esta opção, basta definir a largura, altura, espessura do elemento e, se necessário, o desvio na direção X em relação ao canto superior esquerdo e direito.</p>\n<figure data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png\" data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" alt=\"\"></figure>\n<ul>\n <ul>\n <li><strong>Polígono</strong></li>\n </ul>\n</ul>\n<p>Se necessitar de uma topologia mais complexa, a forma Polígono é a solução. A geometria pode ser definida selecionando o botão Editar forma na janela de dados e, em seguida, no assistente, utilizando coordenadas nas direções X e Z em relação ao sistema de coordenadas global. Pode adicionar novas linhas ou eliminar as existentes clicando com o botão direito do rato na tabela de coordenadas.</p>\n<figure data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png\" data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" alt=\"\"></figure>\n<ul>\n <ul>\n <li><strong>Importar DXF</strong> </li>\n </ul>\n</ul>\n<p>No caso de ter uma forma complexa da estrutura ou desenhos já concluídos, pode utilizar a funcionalidade de importação a partir de ficheiro DXF para definir rapidamente a geometria. </p>\n<figure data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png\" data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" alt=\"\"></figure>\n<p>Basta clicar no botão Importar DXF, selecionar o ficheiro do seu armazenamento e começar a selecionar o contorno da estrutura. Pode fazê-lo escolhendo as linhas individualmente na janela gráfica principal, ou apenas uma única linha e clicando no botão Consecutivo na faixa de opções superior.</p>\n<figure data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png\" data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" alt=\"\"></figure>\n<p>No assistente, pode utilizar todo o potencial das funcionalidades da faixa de opções superior - é possível alterar as unidades, distinguir três planos - XY, XZ e YZ nos quais o desenho é realizado, definir tolerâncias e discretização de linhas curvas, numeração de entidades e adicionar aberturas diretamente. Além disso, quando cometer um erro, pode desfazer os passos e limpar a seleção.</p>\n<figure data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png\" data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" alt=\"\"></figure>\n<p>Além disso, pode até importar a geometria juntamente com a armadura!</p>\n<p>Agora, vamos resumir as informações mais importantes que precisa de saber para uma correta definição do elemento parede.</p>\n<ul>\n <li>Todos os tipos de <a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>apoios</strong></a> e <strong>dispositivos de transferência</strong> podem ser utilizados para este tipo de geometria.</li>\n <li>Não é possível adicionar uma <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>extremidade cortada</strong></a> da parede; a estrutura deve ser definida na sua totalidade. </li>\n <li>Todos os tipos de <strong>aberturas</strong> podem ser aplicados.</li>\n <li>Por último, mas não menos importante, o elemento parede deve ter uma <strong>espessura</strong> constante.</li>\n</ul>\n<p>O modelo completo pode ser constituído por vários elementos separados. O software irá ligá-los automaticamente. A junta entre as paredes deve estar isenta de folgas. Além disso, é possível definir espessuras diferentes para cada elemento de parede utilizado no projeto. Veja o exemplo na imagem abaixo.</p>\n<figure data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png\" data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" alt=\"\"></figure>\n<h2>Viga</h2>\n<p>Este elemento pode ser utilizado para vários tipos de vigas. Cabe ao utilizador decidir se pretende modelar e analisar a viga completa ou apenas focar-se numa área específica - a região de descontinuidade - utilizando a opção de extremidade cortada.</p>\n<figure data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png\" data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" alt=\"\"></figure>\n<p><em>Exemplo de uma viga de sela completa com aberturas</em></p>\n<p><br></p>\n<p>Suponha que já projetou e verificou a armadura nas regiões B e pretende focar-se apenas nas regiões de descontinuidade da viga, sem despender tempo adicional a modelar a viga completa. Sem problema! Neste caso, recomenda-se modelar a viga com extremidade cortada.</p>\n<p>A viga pode ser cortada em:</p>\n<ul>\n <li><strong>Início</strong></li>\n <li><strong>Fim</strong></li>\n <li>Ou em <strong>ambos</strong> o início e o fim simultaneamente</li>\n</ul>\n<figure data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png\" data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" alt=\"\"></figure>\n<p><em>Exemplo de uma viga com extremidade cortada</em></p>\n<p><br></p>\n<p>Ao modelar uma viga, pode selecionar uma das <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\">secções transversais</a> pré-definidas da biblioteca.</p>\n<figure data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png\" data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" alt=\"\"></figure>\n<p>A viga é definida como um elemento 2D. A secção transversal da viga é utilizada apenas para definir as espessuras adequadas. </p>\n<p>Vejamos o resumo para elementos de viga:</p>\n<ul>\n <li>Todos os tipos de <a data-item-id=\"50ed723b-9b87-4870-a69f-e05b5a8a8150\" href=\"\"><strong>apoios</strong></a> e <strong>dispositivos de transferência</strong> podem ser utilizados para este tipo de geometria.</li>\n <li>A viga pode ser <a data-item-id=\"7e9198c1-d161-5c59-9e9b-aed2c2a00408\" href=\"\"><strong>cortada</strong></a><strong> </strong>no início, no fim ou em ambos simultaneamente. </li>\n <li>Todos os tipos de <strong>aberturas</strong> podem ser aplicados.</li>\n <li>A estrutura pode ter <strong>mísulas</strong> - basta selecionar a caixa de verificação na janela de dados e definir os parâmetros.</li>\n</ul>\n<figure data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png\" data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" alt=\"\"></figure>\n<h2>Nó de canto</h2>\n<p>Um nó de canto é um tipo de junta de pórtico - basicamente a região D mais utilizada. Por vezes, podem ser subestimados no projeto. No entanto, é importante prestar-lhes atenção. E isso pode ser fácil quando se dispõe de uma ferramenta poderosa como a aplicação IDEA StatiCa Detail. </p>\n<p>O que é importante saber?</p>\n<ul>\n <li>Tal como no caso do elemento viga, o nó de canto também é definido utilizando uma <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\"><strong>secção transversal</strong></a> selecionada da biblioteca. </li>\n <li>Em comparação com os tipos parede e viga, não é possível definir apoios. Apenas é permitida a utilização de <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>extremidades cortadas</strong></a> ou <strong>extremidades livres</strong> neste caso. No entanto, todos os tipos de dispositivos de transferência de carga podem ser aplicados à estrutura.</li>\n <li>Todos os tipos de <strong>aberturas</strong> podem ser aplicados.</li>\n <li>A estrutura pode ter <strong>mísulas</strong> - basta selecionar a caixa de verificação na janela de dados e definir os parâmetros. Além disso, os elementos podem ser <strong>inclinados</strong> pelo ângulo pretendido. </li>\n</ul>\n<figure data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png\" data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" alt=\"\"></figure>\n<p>A geometria do nó de canto pode variar. Na aplicação Detail, pode selecionar entre três opções para definir a mais adequada.</p>\n<figure data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png\" data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" alt=\"\"></figure>\n<p>Para ver em ação, consulte a imagem abaixo. Estas três estruturas foram criadas utilizando as mesmas definições, apenas com diferentes tipos de junta.</p>\n<figure data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png\" data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" alt=\"\"></figure>\n<h2>Nó em cruz</h2>\n<p>Esta opção é idêntica ao nó de canto. Para as características, consulte o parágrafo anterior.</p>\n<figure data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png\" data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" alt=\"\"></figure>\n<p>Existem dois tipos de nós em cruz - viga prismática ou pilar prismático. A diferença é mostrada na imagem abaixo. </p>\n<figure data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png\" data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" alt=\"\"></figure>\n<h2>Diafragma</h2>\n<p>Os diafragmas são exatamente iguais às paredes em termos de definição do elemento. Para mais informações, consulte o parágrafo Parede.</p>\n<p>Existem três formas de definir a geometria:</p>\n<ul>\n <li>Ponte de dois sentidos </li>\n <li>Ponte rodoviária </li>\n <li>E Geral - por polilinha ou importado do ficheiro DXF</li>\n</ul>\n<figure data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png\" data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" alt=\"\"></figure>\n<p><br></p>\n<p>É importante mencionar que estes detalhes (sub-regiões) podem ser divididos em dois grupos. A diferença entre eles reside na definição da espessura do elemento:</p>\n<ul>\n <li>Paredes e Diafragmas - espessura constante </li>\n <li>Vigas e Juntas - espessura definida por uma secção transversal</li>\n</ul>\n<p><br></p>\n<p>Tenha em atenção que todos os tipos de geometria mencionados acima são considerados no software como elementos 2D, pelo que apenas podem transferir cargas no plano, devendo as forças fora do plano ser desprezadas.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6719e4aa_94d6_01e5_0239_add52d63657f\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"beam_with_an_opening",
"n2022_03_16_code_check_of_walls_and_deep_beams",
"detail_theoretical_background",
"types_of_supports_in_idea_statica_detail__csfm_"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Dimensionamento estrutural de uma viga de betão com abertura (EN)"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "intro.png",
"description": null,
"type": "image/png",
"size": 120299,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4ed794e0-36bb-4488-b7e7-30c89cfebe38/intro.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Neste tutorial, iremos percorrer passo a passo a modelação e a verificação normativa de uma parte de uma viga de betão com uma abertura circular."
},
"content": {
"images": [
{
"description": null,
"imageId": "b228b018-7410-488d-a190-39a90b700fca",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ae7cb3f1-214d-417c-8224-b6d703b9c794/1_1.png",
"height": 354,
"width": 795
},
{
"description": null,
"imageId": "0b678e22-8ff7-4917-882c-e71da7e23c97",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a5663589-fde9-42df-a943-40fbf4014345/1_2.png",
"height": 988,
"width": 1921
},
{
"description": null,
"imageId": "1c000a6d-7f43-42bc-b164-23c720978712",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bf1fbecd-1f2e-40cf-9b46-28d0595bb46d/2_1.png",
"height": 991,
"width": 1583
},
{
"description": null,
"imageId": "c31546e4-0b63-45de-85df-6626a6ddfea4",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ce99c108-ec5b-430d-800e-5b9edb6f0c27/2_2.png",
"height": 990,
"width": 1582
},
{
"description": null,
"imageId": "1f596505-cab1-46b0-9633-1c168b12f29b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9839e7bd-5471-4883-a4c1-e28609fb85d7/2_3.png",
"height": 550,
"width": 950
},
{
"description": null,
"imageId": "0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/17810c5a-140d-4372-946e-e540cad41f7d/2_4.png",
"height": 991,
"width": 1583
},
{
"description": null,
"imageId": "58c23394-f525-4def-b435-61566cc335a9",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1773c0ed-07fd-440a-9c65-6f322ad14e20/3_2.png",
"height": 983,
"width": 1326
},
{
"description": null,
"imageId": "1204edbd-1741-4f5a-beea-26a61c2f5722",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1ed3197b-d918-489b-8613-8fc59e89e9fd/3_4.png",
"height": 983,
"width": 1326
},
{
"description": null,
"imageId": "05026937-915b-4619-9d3b-df0063ec00b5",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e5376849-76d4-498e-953f-fef18b8306dc/3_6.png",
"height": 328,
"width": 724
},
{
"description": null,
"imageId": "80475315-55d1-4a6d-962c-fbbf5a47a15b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e73ef6fa-d511-47c2-b10c-c010ded36316/4_2.png",
"height": 548,
"width": 678
},
{
"description": null,
"imageId": "52fa5a28-71ee-4ee4-80ee-58c09c778f11",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/327fd926-94d2-48d3-b417-68f8de3030fc/4_3.png",
"height": 801,
"width": 675
},
{
"description": null,
"imageId": "12dc786c-f420-4bbc-afee-83b9c0e742d0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/605263be-1f0b-480f-9810-a9e18e7f6db2/4_4.png",
"height": 802,
"width": 675
},
{
"description": null,
"imageId": "9069ec11-c781-4e87-b152-9670ed6cc3f1",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5bfb0f66-41ac-4b88-8c00-e7708211994b/5_1.png",
"height": 1153,
"width": 1920
},
{
"description": null,
"imageId": "399e0a14-3878-4bab-b705-23a7f63ecce8",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2b213a23-c573-4a41-815a-4e8ba256beac/1.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "d1582b74-b0b4-4e4e-9c1d-a7d7f0965965",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7ae29cba-2d39-4d59-aa42-d270c02da894/2.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "a150e9aa-f2fe-4548-bf86-64e0bb5c88e0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/59cbb2a8-dfb3-4f3e-9bd3-e2991a85a5f0/3.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "d717738e-3f23-4f4e-99e8-0e6f86b8563c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/aba8fc13-3fbe-47a8-a281-fe12c1d9f11b/4.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d3cbd0bc-46fd-4d9c-8776-d71d9eb4bd21/5.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "657ab157-7e89-4488-aff6-aeb6e402a3ba",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5fe709e5-124b-4c6a-949f-1720f1e7eb80/6.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "b669b1ec-73dc-413d-8eaf-008ea0e2f387",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a9405f9f-0e01-4e76-ad1c-ae7df7d478c8/7.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "07b2a2d9-31e0-4f6e-ad3c-660419aa72aa",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6d0a57ef-98c6-4dd9-8077-b3103cbfd075/8.png",
"height": 1160,
"width": 1928
},
{
"description": null,
"imageId": "2e3559ac-8f4b-47ce-ad68-1a79a58db745",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b5212488-59ca-4a61-a429-b45cecbb29a5/6_2.png",
"height": 1046,
"width": 2212
}
],
"linkedItemCodenames": [
"beam_with_an_opening_b2933a1",
"campus_cta",
"n82d246ca_fb05_011c_8502_63d871566d05"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "CONTEÚDO RELACIONADO"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [
"corbel_from_dxf",
"wall",
"idea_statica_tutorial___frame_joint_1623b41"
],
"linkedItems": []
},
"support_center_articles": {
"name": "Support center article",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "support_center_article"
},
"blog_categories": {
"name": "Blog category",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "blog_category"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "labels"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "product_group"
},
"include_webinars": {
"name": "Include webinars",
"type": "multiple_choice",
"value": []
},
"include_case_studies": {
"name": "Only case studies",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n82d246ca_fb05_011c_8502_63d871566d05",
"collection": "default",
"id": "82d246ca-fb05-011c-8502-63d871566d05",
"language": "pt-PT",
"lastModified": "2026-04-15T10:39:48.2313471Z",
"name": "82d246ca-fb05-011c-8502-63d871566d05",
"sitemapLocations": [],
"type": "widget_support_center_articles",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "how_to_create_a_new_model_in_detail_application",
"linkId": "9b7994e5-6207-43cf-9f97-a754d0362241",
"urlSlug": "how-to-create-a-new-model-in-detail-application",
"type": "support_center_article"
},
{
"codename": "concrete___reinforced_concrete_expert",
"linkId": "a0e85d28-23e6-4006-94d6-f334c2be9b67",
"urlSlug": "reinforced-concrete-expert",
"type": "landing_page"
},
{
"codename": "modern_world_vs_openings_in_beams",
"linkId": "865804fb-a8ac-42df-9ddd-e05404a48c9d",
"urlSlug": "modern-construction-vs-openings-in-beams",
"type": "blog_post"
},
{
"codename": "geometry_types_in_detail",
"linkId": "d687ccdc-e898-489c-91cf-c4d935406d36",
"urlSlug": "geometry-types-in-detail",
"type": "support_center_article"
},
{
"codename": "general_description_of_load_impulses_in_detail_app",
"linkId": "38cbe005-0e1e-4d75-ae8a-2ef9dcee4c2b",
"urlSlug": "general-description-of-load-impulses-in-detail-application",
"type": "support_center_article"
},
{
"codename": "internal_forces_and_equilibrium_in_detail_applicat",
"linkId": "05ba912c-dc0b-4a2f-9763-099001bbb052",
"urlSlug": "internal-forces-and-equilibrium-in-detail-application",
"type": "support_center_article"
},
{
"codename": "the_possibilities_of_reinforcement_definition_in_t",
"linkId": "6fa5f6f4-dd62-4a8b-a85b-77dc223d2e05",
"urlSlug": "reinforcement-definition-in-the-detail-application",
"type": "support_center_article"
},
{
"codename": "general_description_of_uls_results_in_detail_appli",
"linkId": "dfd7d908-843b-4d1e-8f66-26343a9bf3ff",
"urlSlug": "general-description-of-uls-results-in-detail-application",
"type": "support_center_article"
},
{
"codename": "cracks_in_concrete",
"linkId": "ea994302-6f97-4068-818f-19f6666fdb27",
"urlSlug": "fissuras-no-betao-o-pesadelo-dos-engenheiros",
"type": "blog_post"
},
{
"codename": "general_description_of_sls_results_in_detail_appli",
"linkId": "9e7e995c-6e74-422f-af6e-88a8d7fe047f",
"urlSlug": "general-description-of-sls-results-in-detail-application",
"type": "support_center_article"
},
{
"codename": "code_check_of_a_beam_with_opening",
"linkId": "77764ea2-7c2a-5b80-820b-8f3db5624600",
"urlSlug": "code-check-of-a-beam-with-opening",
"type": "blog_post"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>1 Novo projeto</h2>\n<figure data-asset-id=\"b228b018-7410-488d-a190-39a90b700fca\" data-image-id=\"b228b018-7410-488d-a190-39a90b700fca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ae7cb3f1-214d-417c-8224-b6d703b9c794/1_1.png\" data-asset-id=\"b228b018-7410-488d-a190-39a90b700fca\" data-image-id=\"b228b018-7410-488d-a190-39a90b700fca\" alt=\"\"></figure>\n<p>Inicie um projeto <a data-item-id=\"9b7994e5-6207-43cf-9f97-a754d0362241\" href=\"\"><strong>Novo</strong></a> no <a data-item-id=\"a0e85d28-23e6-4006-94d6-f334c2be9b67\" href=\"\">IDEA StatiCa Detail</a>.</p>\n<p>No primeiro passo, selecione a classe e a topologia pretendidas; pode depois definir o código de dimensionamento (escolha <strong>EN</strong>), bem como a classe do betão e o cobrimento (utilize betão <strong>C30/37</strong> e cobrimento de <strong>30 mm</strong>). Pode alterar a escolha do material (ou adicionar outro) mais tarde; no entanto, o código de dimensionamento só pode ser escolhido neste primeiro passo do projeto.</p>\n<figure data-asset-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" data-image-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a5663589-fde9-42df-a943-40fbf4014345/1_2.png\" data-asset-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" data-image-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" alt=\"\"></figure>\n<h2>2 Geometria</h2>\n<p>Inicie a definição da geometria alterando a secção transversal do <strong>Elemento</strong> <strong>M1</strong>.</p>\n<figure data-asset-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" data-image-id=\"1c000a6d-7f43-42bc-b164-23c720978712\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bf1fbecd-1f2e-40cf-9b46-28d0595bb46d/2_1.png\" data-asset-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" data-image-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" alt=\"\"></figure>\n<p>Defina a <strong>secção em I com banzos com mísula</strong>.</p>\n<figure data-asset-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" data-image-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ce99c108-ec5b-430d-800e-5b9edb6f0c27/2_2.png\" data-asset-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" data-image-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" alt=\"\"></figure>\n<p>Altere a largura dos banzos e a altura da viga.</p>\n<figure data-asset-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" data-image-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9839e7bd-5471-4883-a4c1-e28609fb85d7/2_3.png\" data-asset-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" data-image-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" alt=\"\"></figure>\n<p>A <a data-item-id=\"865804fb-a8ac-42df-9ddd-e05404a48c9d\" href=\"\"><strong>abertura</strong></a> é ampliada e deslocada para o centro da viga.</p>\n<figure data-asset-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" data-image-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/17810c5a-140d-4372-946e-e540cad41f7d/2_4.png\" data-asset-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" data-image-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" alt=\"\"></figure>\n<ul>\n <li>Saiba mais sobre a definição de geometria em <a data-item-id=\"d687ccdc-e898-489c-91cf-c4d935406d36\" href=\"\"><strong>Tipos de geometria no Detail</strong></a></li>\n</ul>\n<h2>3 Efeitos das ações</h2>\n<p>Vamos agora definir a <strong>Ação</strong> do detalhe. Pode verificar que dois casos de carga foram já criados automaticamente. Altere ligeiramente o conteúdo dos casos de carga.</p>\n<p>Para o <strong>LC1</strong> (ação permanente), altere as <strong>Forças internas</strong> de modo a introduzir os valores da força de corte e do momento fletor no ponto da abertura. Em <strong>Impulsos de carga</strong>, mantenha o valor da carga linear em <strong>-10 kN/m</strong> na direção global Z-.</p>\n<figure data-asset-id=\"58c23394-f525-4def-b435-61566cc335a9\" data-image-id=\"58c23394-f525-4def-b435-61566cc335a9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1773c0ed-07fd-440a-9c65-6f322ad14e20/3_2.png\" data-asset-id=\"58c23394-f525-4def-b435-61566cc335a9\" data-image-id=\"58c23394-f525-4def-b435-61566cc335a9\" alt=\"\"></figure>\n<p>De forma semelhante, altere os valores das <strong>Forças internas</strong> para o <strong>LC2</strong> (ação variável). Em <strong>Impulsos de carga</strong>, altere o valor para <strong>-5 kN/m</strong> na direção global Z-.</p>\n<figure data-asset-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" data-image-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1ed3197b-d918-489b-8613-8fc59e89e9fd/3_4.png\" data-asset-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" data-image-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" alt=\"\"></figure>\n<p>Três combinações não lineares foram já definidas: C1 corresponde às verificações ULS. C2 é uma combinação quase-permanente e C3 uma combinação característica, ambas definidas para verificações normativas SLS. Pode definir novas combinações se necessário; estão disponíveis três tipos de combinações para verificações normativas SLS: característica, frequente e quase-permanente. Pode selecionar quais as verificações a efetuar para cada combinação e os coeficientes parciais para as regras de combinação também podem ser ajustados. No nosso caso, utilizamos as combinações predefinidas.</p>\n<p>Os cálculos serão efetuados apenas para os itens selecionados. Por agora, deixamos as três combinações (C1, C2 e C3) selecionadas.</p>\n<figure data-asset-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" data-image-id=\"05026937-915b-4619-9d3b-df0063ec00b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e5376849-76d4-498e-953f-fef18b8306dc/3_6.png\" data-asset-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" data-image-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" alt=\"\"></figure>\n<ul>\n <li>Saiba mais sobre forças internas em <a data-item-id=\"38cbe005-0e1e-4d75-ae8a-2ef9dcee4c2b\" href=\"\">Descrição geral dos impulsos de carga na aplicação Detail</a></li>\n <li>Saiba mais sobre impulsos de carga em <a data-item-id=\"05ba912c-dc0b-4a2f-9763-099001bbb052\" href=\"\">Forças internas e equilíbrio na aplicação Detail</a></li>\n</ul>\n<h2>4 Armadura</h2>\n<p>Uma vez definida a ação, pode prosseguir para a introdução da <strong>Armadura</strong>. Utilizará os itens criados pelo modelo.</p>\n<p>Pode alterar o diâmetro dos estribos e ajustar os seus espaçamentos (o primeiro valor corresponde à distância do primeiro estribo à extremidade; os restantes estribos serão distribuídos com os espaçamentos indicados pelo segundo valor).</p>\n<figure data-asset-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" data-image-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e73ef6fa-d511-47c2-b10c-c010ded36316/4_2.png\" data-asset-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" data-image-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" alt=\"\"></figure>\n<p>Reduza o diâmetro das barras de armadura <strong>RO1</strong> em torno da abertura e o número de camadas de barras horizontais/verticais e diagonais. Altere o espaçamento entre barras horizontais/verticais e ajuste também o comprimento das barras diagonais e a ancoragem das barras horizontais/verticais.</p>\n<figure data-asset-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" data-image-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/327fd926-94d2-48d3-b417-68f8de3030fc/4_3.png\" data-asset-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" data-image-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" alt=\"\"></figure>\n<p>A operação <strong>GB1</strong> inclui um grupo de barras na face inferior da viga. Altere o diâmetro das barras.</p>\n<figure data-asset-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" data-image-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/605263be-1f0b-480f-9810-a9e18e7f6db2/4_4.png\" data-asset-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" data-image-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" alt=\"\"></figure>\n<ul>\n <li>Aperfeiçoe as suas competências de armadura lendo <a data-item-id=\"6fa5f6f4-dd62-4a8b-a85b-77dc223d2e05\" href=\"\">Definição de armadura na aplicação Detail</a></li>\n</ul>\n<h2>5 Cálculo e Verificação</h2>\n<p>Prossiga para calcular o projeto. Aceda ao separador <strong>Verificação</strong> e prima o botão <strong>Calcular</strong> na barra de ferramentas superior.</p>\n<figure data-asset-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" data-image-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5bfb0f66-41ac-4b88-8c00-e7708211994b/5_1.png\" data-asset-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" data-image-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" alt=\"\"></figure>\n<p>No canto superior esquerdo do ecrã, pode ver o resumo de todas as verificações normativas e o estado das verificações (aprovado/reprovado).</p>\n<p>Na tabela à direita, podem ser encontrados todos os resultados detalhados e a quantidade de ação permanente e variável aplicada. Neste momento, é apresentada a verificação de resistência do betão em ULS. Na barra de ferramentas <strong>Resultados</strong>, o valor limite para o diagrama pode ser alterado. Altere o valor de modo a que apenas o betão em compressão acima de <strong>-2 MPa</strong> seja assinalado a vermelho.</p>\n<figure data-asset-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" data-image-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2b213a23-c573-4a41-815a-4e8ba256beac/1.png\" data-asset-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" data-image-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" alt=\"\"></figure>\n<p>Pode visualizar todas as verificações normativas utilizando os botões na barra de ferramentas <strong>Resultados da verificação normativa</strong>. No <strong>Resumo</strong>, são apresentados os principais resultados para ULS/SLS. Clique, por exemplo, na linha <strong>ULS/Comprimento de ancoragem</strong> para visualizar a utilização da aderência entre o betão e a armadura (com o ponto mais crítico assinalado na figura).</p>\n<figure data-asset-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" data-image-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7ae29cba-2d39-4d59-aa42-d270c02da894/2.png\" data-asset-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" data-image-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" alt=\"\"></figure>\n<p>Abrimos os resultados SLS selecionando uma Combinação SLS, por exemplo C2 ou C3.</p>\n<figure data-asset-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" data-image-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/59cbb2a8-dfb3-4f3e-9bd3-e2991a85a5f0/3.png\" data-asset-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" data-image-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" alt=\"\"></figure>\n<p>Para abrir os resultados detalhados do ULS, clique em <strong>Resistência</strong> nos resultados da verificação normativa. Conforme indicado acima da tabela, a combinação C1 foi utilizada para verificar o ULS.</p>\n<figure data-asset-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" data-image-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/aba8fc13-3fbe-47a8-a281-fe12c1d9f11b/4.png\" data-asset-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" data-image-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" alt=\"\"></figure>\n<p>Novamente, pode visualizar os resultados para o <strong>Betão</strong> e também para a <strong>Armadura</strong> selecionando o separador correspondente acima da tabela. Pode selecionar qualquer barra de armadura para ver os seus resultados de análise e verificação normativa.</p>\n<figure data-asset-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" data-image-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d3cbd0bc-46fd-4d9c-8776-d71d9eb4bd21/5.png\" data-asset-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" data-image-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" alt=\"\"></figure>\n<ul>\n <li>Mais informações sobre os resultados ULS podem ser encontradas em <a data-item-id=\"dfd7d908-843b-4d1e-8f66-26343a9bf3ff\" href=\"\">Descrição geral dos resultados ULS na aplicação Detail</a></li>\n</ul>\n<p>Os resultados detalhados do SLS podem ser encontrados em <strong>Limitação de tensões, </strong><a data-item-id=\"ea994302-6f97-4068-818f-19f6666fdb27\" href=\"\"><strong>Largura de fenda</strong></a> e <strong>Deformação</strong>. Para o estado de limitação de tensões, a tensão no betão é verificada para as combinações C2 e C3, enquanto a verificação da armadura é aplicada apenas para a combinação C3.</p>\n<figure data-asset-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" data-image-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5fe709e5-124b-4c6a-949f-1720f1e7eb80/6.png\" data-asset-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" data-image-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" alt=\"\"></figure>\n<p>As <strong>Larguras de fenda</strong> calculadas podem ser visualizadas clicando no ícone correspondente. Os valores calculados são comparados com o valor limite w_{st,lim} que pode ser editado na barra de ferramentas superior.</p>\n<figure data-asset-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" data-image-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a9405f9f-0e01-4e76-ad1c-ae7df7d478c8/7.png\" data-asset-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" data-image-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" alt=\"\"></figure>\n<ul>\n <li>Mais informações sobre os resultados SLS podem ser encontradas em <a data-item-id=\"9e7e995c-6e74-422f-af6e-88a8d7fe047f\" href=\"\">Descrição geral dos resultados SLS na aplicação Detail</a></li>\n</ul>\n<h2>6 Relatório</h2>\n<p>Por fim, aceda ao separador <strong>Relatório</strong>. O IDEA StatiCa oferece um relatório totalmente personalizável para imprimir ou guardar em formato editável.</p>\n<figure data-asset-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" data-image-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6d0a57ef-98c6-4dd9-8077-b3103cbfd075/8.png\" data-asset-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" data-image-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" alt=\"\"></figure>\n<figure data-asset-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" data-image-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b5212488-59ca-4a61-a429-b45cecbb29a5/6_2.png\" data-asset-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" data-image-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" alt=\"\"></figure>\n<p>Dimensionou, otimizou e efetuou a verificação normativa da parte da <a data-item-id=\"77764ea2-7c2a-5b80-820b-8f3db5624600\" href=\"\">viga com abertura</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"beam_with_an_opening_b2933a1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"campus_cta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n82d246ca_fb05_011c_8502_63d871566d05\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Tutorials",
"codename": "tutorial"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9500
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "concrete-beam-with-an-opening"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"concrete-beam-with-an-opening\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Dimensionamento estrutural de uma viga de betão com abertura (EN)"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Tutorial passo a passo do IDEA StatiCa Detail para o dimensionamento estrutural de uma viga de betão com uma abertura circular. Software de dimensionamento estrutural de betão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:39</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "beam_with_an_opening",
"collection": "default",
"id": "50144ffe-1c57-54f4-b82f-6defed67acde",
"language": "pt-PT",
"lastModified": "2026-04-15T10:39:48.2313471Z",
"name": "Tutorial: Structural design of a concrete beam with an opening (EN)",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Verificação normativa de paredes e vigas-parede"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "2022-03-16 Code-check of walls and deep beams.png",
"description": null,
"type": "image/png",
"size": 396892,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c732c6a0-fc75-4ab1-8c68-6449c75c3d68/2022-03-16%20%20Code-check%20of%20walls%20and%20deep%20beams.png",
"width": 1000,
"height": 625,
"renditions": {}
}
]
},
"post_date": {
"name": "Webinar date",
"type": "date_time",
"value": "2022-03-16T00:00:00Z",
"displayTimeZone": null
},
"post_date_2": {
"name": "Webinar date 2",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"agenda": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Agenda",
"type": "rich_text",
"value": "<ul>\n <li>Criação de um modelo de parede de betão armado</li>\n <li>Como carregar o submodelo e que resultados da análise por elementos finitos precisamos de aplicar?</li>\n <li>Explicação das diferenças entre elementos de casca e elementos de parede</li>\n <li>Limitações e recomendações para IDEA StatiCa Detail</li>\n <li>Interpretação dos resultados</li>\n</ul>"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "As paredes de betão e as vigas-parede são elementos resistentes comuns em estruturas de edifícios. No entanto, devido aos requisitos de disposição arquitetónica, estas estruturas resistentes são frequentemente enfraquecidas por portas, janelas e outras aberturas."
},
"content": {
"images": [
{
"description": null,
"imageId": "2a799851-47a8-48ba-a994-6142976c5204",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/177694cc-5c91-42cb-b88c-568f900670fe/Code-check%20of%20walls%20and%20deep%20beams.png",
"height": 600,
"width": 1000
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "landing_page_role_navigation",
"linkId": "0c872071-6a3f-4b99-8cd4-66440db9cc0d",
"urlSlug": "role-navigation",
"type": "landing_page"
},
{
"codename": "wall",
"linkId": "1dc3667d-ddd6-5483-8b97-e7b69923fef7",
"urlSlug": "concrete-wall-en",
"type": "support_center_article"
},
{
"codename": "csfm_concrete_verification",
"linkId": "42ce7f6b-6491-4224-a01e-c4c0072ed1cd",
"urlSlug": "design-your-structural-concrete-details-with-confidence",
"type": "blog_post"
},
{
"codename": "n2021_10_30_concrete_webinar_luk",
"linkId": "1300fb1c-8e32-47f3-8b21-0e8e77e1f238",
"urlSlug": "how-to-design-the-prestressed-beam-with-openings-easily",
"type": "webinar"
},
{
"codename": "cast_in_situ_wall___ruzomberok__slovakia_",
"linkId": "73d449cf-610e-5c7c-9e8c-da8093630d24",
"urlSlug": "cast-in-situ-wall-ruzomberok-slovakia",
"type": "webinar"
},
{
"codename": "detail_theoretical_background",
"linkId": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"urlSlug": "theoretical-background-for-idea-statica-detail",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h4>Verificação normativa completa de parede de betão armado ou vigas-parede? Sem problema!</h4>\n<p>O objetivo do webinar é apresentar como realizar a verificação normativa de uma <strong>viga-parede de forma geral</strong> no <strong>IDEA StatiCa Detail</strong> em ligação com os resultados da aplicação de análise por elementos finitos em minutos. Mostraremos o fluxo de trabalho num exemplo de um edifício residencial de betão – exportação da geometria, criação do submodelo no IDEA StatiCa Detail, aplicação das <strong>cargas corretas</strong>, dimensionamento da armadura e a verificação normativa final para os <strong>estados limite últimos e de utilização</strong>.</p>\n<p>Experimente por si mesmo - obtenha a <a data-item-id=\"0c872071-6a3f-4b99-8cd4-66440db9cc0d\" href=\"\">licença de avaliação gratuita</a> e siga o tutorial passo a passo sobre <a data-item-id=\"1dc3667d-ddd6-5483-8b97-e7b69923fef7\" href=\"\">parede de betão</a>.</p>\n<figure data-asset-id=\"2a799851-47a8-48ba-a994-6142976c5204\" data-image-id=\"2a799851-47a8-48ba-a994-6142976c5204\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/177694cc-5c91-42cb-b88c-568f900670fe/Code-check%20of%20walls%20and%20deep%20beams.png\" data-asset-id=\"2a799851-47a8-48ba-a994-6142976c5204\" data-image-id=\"2a799851-47a8-48ba-a994-6142976c5204\" alt=\"\"></figure>\n<h4>A solução definitiva para detalhes de betão e partes estruturais</h4>\n<p>O software comum de análise por elementos finitos 3D considera o comportamento linear do betão. O dimensionamento e as verificações normativas da armadura são limitados, especialmente para o <strong>estado limite de utilização</strong>, o que pode levar ao desenvolvimento de <strong>fendilhação excessiva</strong>. Tudo isso é abrangido pela aplicação baseada em <a data-item-id=\"42ce7f6b-6491-4224-a01e-c4c0072ed1cd\" href=\"\">CSFM</a> IDEA StatiCa Detail. Agora, todos os engenheiros podem dimensionar e realizar verificações normativas de paredes ou vigas-parede de qualquer forma e muito mais, de forma eficiente.</p>\n<p>Se pretende ver mais do <strong>IDEA StatiCa Detail </strong>em ação, existem outros dois webinars gravados para assistir:</p>\n<ul>\n <li><a data-item-id=\"1300fb1c-8e32-47f3-8b21-0e8e77e1f238\" href=\"\">Como dimensionar facilmente uma viga pré-esforçada com aberturas?</a></li>\n <li><a data-item-id=\"73d449cf-610e-5c7c-9e8c-da8093630d24\" href=\"\">Parede moldada no local – Ruzomberok (Eslováquia)</a></li>\n</ul>\n<p>Ou consulte o nosso Centro de Suporte para <a href=\"https://www.ideastatica.com/support-center-tutorials?product=concrete&label=detail\" title=\"IDEA StatiCa Detail\">tutoriais</a> e leia o <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">enquadramento teórico.</a></p>\n<p><br></p>\n<h3>Gravação do webinar</h3>"
},
"presenters": {
"name": "Presenters",
"type": "modular_content",
"value": [
"lukas_juricek",
"lukas_juricek__copy_"
],
"linkedItems": [
{
"elements": {
"name": {
"name": "Name",
"type": "text",
"value": "Lukas Juricek"
},
"position": {
"name": "Position",
"type": "text",
"value": "Engenheiro de Produto\nIDEA StatiCa"
},
"images": {
"name": "Image",
"type": "asset",
"value": [
{
"name": "lukas_juricek.png",
"description": null,
"type": "image/png",
"size": 173196,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/db1d57b0-2844-4543-8cac-e1cc4966da0f/lukas_juricek.png",
"width": 500,
"height": 500,
"renditions": {}
}
]
},
"perex": {
"name": "Perex",
"type": "text",
"value": "Verificação e validação de modelos de engenharia para precisão e fiabilidade"
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p><br></p>"
},
"linkedin": {
"name": "LinkedIn",
"type": "text",
"value": "https://linkedin.com/in/lukáš-juříček-4848aa11b"
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "lukas-juricek"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"lukas-juricek\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 12.5.2026 17:16</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 12.5.2026 11:56</li>\n <li>fr-FR: Translated on 7.5.2026 17:17</li>\n <li>hu-HU: Translated on 12.5.2026 15:34</li>\n <li>it-IT: Translated on 12.5.2026 13:37</li>\n <li>ko-KR: Never translated</li>\n <li>nl-NL: Translated on 12.5.2026 14:38</li>\n <li>pl-PL: Never translated</li>\n <li>pt-PT: Translated on 12.5.2026 18:46</li>\n <li>ro-RO: Translated on 12.5.2026 16:27</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": "Lukas Juricek"
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": "lukas-juricek"
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "lukas_juricek",
"collection": "default",
"id": "68d5dfa1-fe0f-4d2d-a66a-5aef93099a83",
"language": "pt-PT",
"lastModified": "2026-06-17T08:33:43.0177974Z",
"name": "Lukas Juricek",
"sitemapLocations": [],
"type": "author",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"recorded_video": {
"name": "Recorded video",
"type": "text",
"value": "https://youtu.be/odNsICbbuNs"
},
"gotowebinar_key": {
"name": "GoToWebinar key",
"type": "text",
"value": ""
},
"marketing_consent": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Marketing consent",
"type": "rich_text",
"value": "<p><br></p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "SCIA Engineer",
"codename": "scia"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"preview_image_amer": {
"name": "Preview image AMER",
"type": "asset",
"value": []
},
"preview_image_emea_apac": {
"name": "Preview image EMEA+APAC",
"type": "asset",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "code-check-of-walls-and-deep-beams"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"code-check-of-walls-and-deep-beams\",\"[autogenerated]\"]"
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Verificação normativa de paredes e vigas-parede"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O objetivo do webinar é apresentar como realizar a verificação normativa de uma viga-parede de forma geral no IDEA StatiCa Detail em ligação com os resultados da aplicação de análise por elementos finitos em minutos."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": [
{
"name": "Re-translate and overwrite already translated content",
"codename": "forced"
}
]
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 17.5.2026 18:16</li>\n <li>de-DE: Translated on 18.5.2026 23:09</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 17.5.2026 14:14</li>\n <li>fr-FR: Translated on 17.5.2026 14:44</li>\n <li>hu-HU: Translated on 7.4.2026 12:38</li>\n <li>it-IT: Translated on 17.5.2026 14:53</li>\n <li>ko-KR: Translated on 17.5.2026 17:26</li>\n <li>nl-NL: Translated on 17.5.2026 16:28</li>\n <li>pl-PL: Translated on 17.5.2026 16:07</li>\n <li>pt-PT: Translated on 26.5.2026 13:18</li>\n <li>ro-RO: Translated on 17.5.2026 16:55</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Translated on 17.5.2026 17:19</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Translated on 17.5.2026 17:32</li>\n <li>zh-CN: Translated on 17.5.2026 17:12</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n2022_03_16_code_check_of_walls_and_deep_beams",
"collection": "default",
"id": "ecc5afad-b381-4b86-8e99-621a2dac9a41",
"language": "pt-PT",
"lastModified": "2026-05-26T11:18:03.0387862Z",
"name": "2022-03-16 Code-check of walls and deep beams",
"sitemapLocations": [],
"type": "webinar",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "IDEA StatiCa Detail – Dimensionamento estrutural de descontinuidades em betão"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Structural design of concrete members in IDEA StatiCa Detail.png",
"description": null,
"type": "image/png",
"size": 163091,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7885cdc1-8e4a-4744-834e-72ea84ebbaf4/Structural%20design%20of%20concrete%20members%20in%20IDEA%20StatiCa%20Detail.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"e49a18d3_27e8_019b_eba3_65063bb594c2",
"theoretical_background_detail___general",
"c86c543f_3b21_01e3_bff1_67d7962ff523",
"theoretical_background_detail___main_assumptions_a",
"n57a4812b_a0a0_01a0_4c2c_553304acad7e",
"theoretical_background_detail___general___reinforc",
"n74d0024f_d938_019c_aad5_614c9ce53be1",
"theoretical_background_detail___general___finite_e",
"bc913c01_15a1_016c_f226_e7b1efa4cf0c",
"theoretical_background_detail___supports_and_load_",
"n359667de_5a59_0171_aa77_53fc1ab66f13",
"theoretical_background_detail___load_transfer_at_t",
"n89b859bf_4dd6_01d3_b6ed_5ed3d99108a0",
"theoretical_background_detail___geometric_modifica",
"d2d8eb39_c569_01f4_ab99_1cc2eb12eca0",
"theoretical_background_detail___finite_element_typ",
"n43735c90_43fa_0140_a813_ef8d1d1ec26e",
"theoretical_background_detail___meshing",
"e5110320_3e70_0182_6411_9a32a51ca04d",
"theoretical_background_detail___solution_method_an",
"n9eba0afe_d078_0158_e878_829fb7dea3c2",
"theoretical_background_detail___presentation_of_re",
"b2330c4f_9095_0147_d88d_740d54fa1cd5",
"theoretical_background_detail___general___verifica",
"fd27e424_850f_0161_9ca1_1628abf23729",
"theoretical_background_detail___material_models__e",
"n42b5158b_2e6e_01fc_2be7_c94511681d26",
"theoretical_background_detail___safety_factors",
"d26ec589_f86b_016e_b63d_81a26568bcef",
"theoretical_background_detail___ultimate_limit_sta",
"n474a1f83_1818_0143_4a62_5e6efabf1e75",
"theoretical_background_detail___partially_loaded_a",
"n9eab8217_160a_011a_5401_26ccf6d9d2b1",
"theoretical_background_detail___serviceability_lim",
"d2255550_3131_0169_9696_ef5264f6bc37",
"theoretical_background_detail___material_models__a",
"n43a7cf88_b42e_01b1_e683_394a5601b9fc",
"theoretical_background_detail___factors___aci",
"n409e2543_c691_0120_9d2b_4ef7d4601f79",
"theoretical_background_detail___strength_analysis_",
"n0660c3e2_725d_01a9_0ca9_9e0ead044d0f",
"theoretical_background_detail___bearing_and_anchor",
"c6e3c1b1_9373_0150_502e_af77397ecd6e",
"theoretical_background_detail___serviceability_ver",
"n56d62c12_a883_0131_f7c6_74695d9a224d",
"theoretical_background_detail___material_models__a_0b99d24",
"bf8816d5_9949_0172_2698_ee6bd457566a",
"theoretical_background_detail___resistance_and_loa",
"n7b649f41_6cdd_0196_b9c0_aad9fe699e70",
"theoretical_background_detail___strength_limit_sta",
"ddac81cd_400b_01ae_c747_e6c4714b0715",
"theoretical_background_detail___bearing_and_anchor_69cbe39",
"n282a1b2f_0bfa_0145_a12f_b16a0a9fa532",
"theoretical_background_detail___service_limit_stat",
"d025294b_107f_0192_e99e_db636ef9d8c3",
"theoretical_background_detail___material_models__a_b7035a6",
"n9a945260_0590_01e7_9874_b9955afa56c4",
"theoretical_background_detail___stress_reduction_a",
"n8f676ef5_04ff_012d_0f70_87de68bd0052",
"theoretical_background_detail___strength_analysis__8bc3bfe",
"ef1c1682_e40a_0171_bc00_2d379ffe2d41",
"theoretical_background_detail___serviceability_ver_77b5f2c",
"fb927016_9a3d_01e5_5ae8_4a2f55fd08cd",
"prestressing_in_detail___model_description__body_",
"n2ebd4911_d551_0184_1cae_5d39c32e0037"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "1.1 General introduction"
},
"id": {
"name": "ID",
"type": "text",
"value": "general-introduction"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "e49a18d3_27e8_019b_eba3_65063bb594c2",
"collection": "default",
"id": "e49a18d3-27e8-019b-eba3-65063bb594c2",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "e49a18d3-27e8-019b-eba3-65063bb594c2",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "1.2 Main assumptions and limitations"
},
"id": {
"name": "ID",
"type": "text",
"value": "main-assumptions-and-limitations"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "c86c543f_3b21_01e3_bff1_67d7962ff523",
"collection": "default",
"id": "c86c543f-3b21-01e3-bff1-67d7962ff523",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "c86c543f-3b21-01e3-bff1-67d7962ff523",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "1.3 Design tools for reinforcement"
},
"id": {
"name": "ID",
"type": "text",
"value": "design-tools-for-reinforcement"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n57a4812b_a0a0_01a0_4c2c_553304acad7e",
"collection": "default",
"id": "57a4812b-a0a0-01a0-4c2c-553304acad7e",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "57a4812b-a0a0-01a0-4c2c-553304acad7e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.1 Introduction to finite element implementation"
},
"id": {
"name": "ID",
"type": "text",
"value": "introduction-to-finite-element-implementation"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n74d0024f_d938_019c_aad5_614c9ce53be1",
"collection": "default",
"id": "74d0024f-d938-019c-aad5-614c9ce53be1",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "74d0024f-d938-019c-aad5-614c9ce53be1",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.2 Supports and load transmitting components"
},
"id": {
"name": "ID",
"type": "text",
"value": "supports-and-load-transmitting-components"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "bc913c01_15a1_016c_f226_e7b1efa4cf0c",
"collection": "default",
"id": "bc913c01-15a1-016c-f226-e7b1efa4cf0c",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "bc913c01-15a1-016c-f226-e7b1efa4cf0c",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.3 Load transfer at trimmed ends of beams"
},
"id": {
"name": "ID",
"type": "text",
"value": "load-transfer-at-trimmed-ends-of-beams"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n359667de_5a59_0171_aa77_53fc1ab66f13",
"collection": "default",
"id": "359667de-5a59-0171-aa77-53fc1ab66f13",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "359667de-5a59-0171-aa77-53fc1ab66f13",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.4 Geometric modification of cross-sections"
},
"id": {
"name": "ID",
"type": "text",
"value": "geometric-modification-of-cross-sections"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n89b859bf_4dd6_01d3_b6ed_5ed3d99108a0",
"collection": "default",
"id": "89b859bf-4dd6-01d3-b6ed-5ed3d99108a0",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "89b859bf-4dd6-01d3-b6ed-5ed3d99108a0",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.5 Finite element types"
},
"id": {
"name": "ID",
"type": "text",
"value": "finite-element-types"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d2d8eb39_c569_01f4_ab99_1cc2eb12eca0",
"collection": "default",
"id": "d2d8eb39-c569-01f4-ab99-1cc2eb12eca0",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "d2d8eb39-c569-01f4-ab99-1cc2eb12eca0",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.6 Meshing"
},
"id": {
"name": "ID",
"type": "text",
"value": "meshing"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n43735c90_43fa_0140_a813_ef8d1d1ec26e",
"collection": "default",
"id": "43735c90-43fa-0140-a813-ef8d1d1ec26e",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "43735c90-43fa-0140-a813-ef8d1d1ec26e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.7 Solution method and load control algorithm"
},
"id": {
"name": "ID",
"type": "text",
"value": "solution-method-and-load-control-algorithm"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "e5110320_3e70_0182_6411_9a32a51ca04d",
"collection": "default",
"id": "e5110320-3e70-0182-6411-9a32a51ca04d",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "e5110320-3e70-0182-6411-9a32a51ca04d",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "2.8 Presentation of results"
},
"id": {
"name": "ID",
"type": "text",
"value": "presentation-of-results"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n9eba0afe_d078_0158_e878_829fb7dea3c2",
"collection": "default",
"id": "9eba0afe-d078-0158-e878-829fb7dea3c2",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "9eba0afe-d078-0158-e878-829fb7dea3c2",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "3.1 Limit states and crack width calculation"
},
"id": {
"name": "ID",
"type": "text",
"value": "limit-states-and-crack-width-calculation"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "b2330c4f_9095_0147_d88d_740d54fa1cd5",
"collection": "default",
"id": "b2330c4f-9095-0147-d88d-740d54fa1cd5",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "b2330c4f-9095-0147-d88d-740d54fa1cd5",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "4.1 Material models EN"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models-en"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "fd27e424_850f_0161_9ca1_1628abf23729",
"collection": "default",
"id": "fd27e424-850f-0161-9ca1-1628abf23729",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "fd27e424-850f-0161-9ca1-1628abf23729",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "4.2 Safety factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "safety-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n42b5158b_2e6e_01fc_2be7_c94511681d26",
"collection": "default",
"id": "42b5158b-2e6e-01fc-2be7-c94511681d26",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "42b5158b-2e6e-01fc-2be7-c94511681d26",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "4.3 Ultimate limit state analysis"
},
"id": {
"name": "ID",
"type": "text",
"value": "ultimate-limit-state-analysis"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d26ec589_f86b_016e_b63d_81a26568bcef",
"collection": "default",
"id": "d26ec589-f86b-016e-b63d-81a26568bcef",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "d26ec589-f86b-016e-b63d-81a26568bcef",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "4.4 Partially loaded areas (PLA)"
},
"id": {
"name": "ID",
"type": "text",
"value": "partially-loaded-areas"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n474a1f83_1818_0143_4a62_5e6efabf1e75",
"collection": "default",
"id": "474a1f83-1818-0143-4a62-5e6efabf1e75",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "474a1f83-1818-0143-4a62-5e6efabf1e75",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "4.5 Serviceability limit state analysis"
},
"id": {
"name": "ID",
"type": "text",
"value": "serviceability-limit-state-analysis"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n9eab8217_160a_011a_5401_26ccf6d9d2b1",
"collection": "default",
"id": "9eab8217-160a-011a-5401-26ccf6d9d2b1",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "9eab8217-160a-011a-5401-26ccf6d9d2b1",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "5.1 Material models (ACI)"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models-aci"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d2255550_3131_0169_9696_ef5264f6bc37",
"collection": "default",
"id": "d2255550-3131-0169-9696-ef5264f6bc37",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "d2255550-3131-0169-9696-ef5264f6bc37",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "5.2 Strength reduction and load factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "strength-reduction-and-load-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n43a7cf88_b42e_01b1_e683_394a5601b9fc",
"collection": "default",
"id": "43a7cf88-b42e-01b1-e683-394a5601b9fc",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "43a7cf88-b42e-01b1-e683-394a5601b9fc",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "5.3 Strength verifications"
},
"id": {
"name": "ID",
"type": "text",
"value": "strength-verifications"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n409e2543_c691_0120_9d2b_4ef7d4601f79",
"collection": "default",
"id": "409e2543-c691-0120-9d2b-4ef7d4601f79",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "409e2543-c691-0120-9d2b-4ef7d4601f79",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "5.4 Bearing and anchorage zones - Partially loaded areas"
},
"id": {
"name": "ID",
"type": "text",
"value": "bearing-and-anchorage-zones-partially-loaded-areas"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n0660c3e2_725d_01a9_0ca9_9e0ead044d0f",
"collection": "default",
"id": "0660c3e2-725d-01a9-0ca9-9e0ead044d0f",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "0660c3e2-725d-01a9-0ca9-9e0ead044d0f",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "5.5 Serviceability verifications"
},
"id": {
"name": "ID",
"type": "text",
"value": "serviceability-verifications"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "c6e3c1b1_9373_0150_502e_af77397ecd6e",
"collection": "default",
"id": "c6e3c1b1-9373-0150-502e-af77397ecd6e",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "c6e3c1b1-9373-0150-502e-af77397ecd6e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "6.1 Material models (AASHTO)"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models-aahsto"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n56d62c12_a883_0131_f7c6_74695d9a224d",
"collection": "default",
"id": "56d62c12-a883-0131-f7c6-74695d9a224d",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "56d62c12-a883-0131-f7c6-74695d9a224d",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "6.2 Resistance and load factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "resistance-and-load-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "bf8816d5_9949_0172_2698_ee6bd457566a",
"collection": "default",
"id": "bf8816d5-9949-0172-2698-ee6bd457566a",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "bf8816d5-9949-0172-2698-ee6bd457566a",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "6.3 Strength limit state"
},
"id": {
"name": "ID",
"type": "text",
"value": "strength-limit-state"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n7b649f41_6cdd_0196_b9c0_aad9fe699e70",
"collection": "default",
"id": "7b649f41-6cdd-0196-b9c0-aad9fe699e70",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "7b649f41-6cdd-0196-b9c0-aad9fe699e70",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "6.4 Bearing and anchorage zones resistance partially loaded areas"
},
"id": {
"name": "ID",
"type": "text",
"value": "bearing-and-anchorage-zones-resistance-partially-loaded-areas"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ddac81cd_400b_01ae_c747_e6c4714b0715",
"collection": "default",
"id": "ddac81cd-400b-01ae-c747-e6c4714b0715",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "ddac81cd-400b-01ae-c747-e6c4714b0715",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "6.5 Service limit state"
},
"id": {
"name": "ID",
"type": "text",
"value": "service-limit-state"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n282a1b2f_0bfa_0145_a12f_b16a0a9fa532",
"collection": "default",
"id": "282a1b2f-0bfa-0145-a12f-b16a0a9fa532",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "282a1b2f-0bfa-0145-a12f-b16a0a9fa532",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "7.1 Material models (AUS)"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models-aus"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d025294b_107f_0192_e99e_db636ef9d8c3",
"collection": "default",
"id": "d025294b-107f-0192-e99e-db636ef9d8c3",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "d025294b-107f-0192-e99e-db636ef9d8c3",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "7.2 Stress reduction and load factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "stress-reduction-and-load-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n9a945260_0590_01e7_9874_b9955afa56c4",
"collection": "default",
"id": "9a945260-0590-01e7-9874-b9955afa56c4",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "9a945260-0590-01e7-9874-b9955afa56c4",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "7.3 Strength and anchorage verifications"
},
"id": {
"name": "ID",
"type": "text",
"value": "strength-and-anchorage-verifications"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n8f676ef5_04ff_012d_0f70_87de68bd0052",
"collection": "default",
"id": "8f676ef5-04ff-012d-0f70-87de68bd0052",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "8f676ef5-04ff-012d-0f70-87de68bd0052",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "7.4 Serviceability checks"
},
"id": {
"name": "ID",
"type": "text",
"value": "serviceability-checks"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ef1c1682_e40a_0171_bc00_2d379ffe2d41",
"collection": "default",
"id": "ef1c1682-e40a-0171-bc00-2d379ffe2d41",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "ef1c1682-e40a-0171-bc00-2d379ffe2d41",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "8 Prestressing in Detail - Model description"
},
"id": {
"name": "ID",
"type": "text",
"value": "prestressing-in-detail-model-description"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "fb927016_9a3d_01e5_5ae8_4a2f55fd08cd",
"collection": "default",
"id": "fb927016-9a3d-01e5-5ae8-4a2f55fd08cd",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "fb927016-9a3d-01e5-5ae8-4a2f55fd08cd",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": ""
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Iniciar avaliação GRATUITA"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page_role_navigation"
],
"linkedItems": [
"[Circular Reference]"
]
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n2ebd4911_d551_0184_1cae_5d39c32e0037",
"collection": "default",
"id": "2ebd4911-d551-0184-1cae-5d39c32e0037",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "2ebd4911-d551-0184-1cae-5d39c32e0037",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p><br></p>\n<p>O enquadramento teórico baseia-se em COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>(Kaufmann et al., 2020)</p>\n<h1>Dimensionamento estrutural de descontinuidades em betão no IDEA StatiCa Detail</h1>\n<h2>1 Introdução ao método CSFM</h2>\n<p><a href=\"#general-introduction\">1.1 Introdução geral ao dimensionamento estrutural de detalhes em betão</a><br><a href=\"#main-assumptions-and-limitations\">1.2 Principais hipóteses e limitações</a><br><a href=\"#design-tools-for-reinforcement\">1.3 Ferramentas de dimensionamento da armadura</a></p>\n<h2>2 Modelo de análise do IDEA StatiCa Detail</h2>\n<p><a href=\"#introduction-to-finite-element-implementation\">2.1 Introdução à implementação por elementos finitos</a><br><a href=\"#supports-and-load-transmitting-components\">2.2 Apoios e componentes de transmissão de cargas</a><br><a href=\"#load-transfer-at-trimmed-ends-of-beams\">2.3 Transferência de carga nas extremidades cortadas de vigas</a><br><a href=\"#geometric-modification-of-cross-sections\">2.4 Modificação geométrica de secções transversais</a><br><a href=\"#finite-element-types\">2.5 Tipos de elementos finitos</a><br><a href=\"#meshing\">2.6 Malha</a><br><a href=\"#solution-method-and-load-control-algorithm\">2.7 Método de resolução e algoritmo de controlo de carga</a><br><a href=\"#presentation-of-results\">2.8 Apresentação de resultados</a></p>\n<h2>3 Verificação do modelo</h2>\n<p><a href=\"#limit-states-and-crack-width-calculation\">3.1 Estados limite, cálculo da largura de fendas e enrijecimento à tração</a></p>\n<h2>4 Verificações estruturais segundo o EUROCODE</h2>\n<p><a href=\"#material-models-en\">4.1 Modelos de materiais (EN)</a><br><a href=\"#safety-factors\">4.2 Coeficientes de segurança</a><br><a href=\"#ultimate-limit-state-analysis\">4.3 Análise do estado limite último</a><br><a href=\"#partially-loaded-areas\">4.4 Áreas parcialmente carregadas (PLA)<br></a><a href=\"#serviceability-limit-state-analysis\">4.5 Análise do estado limite de utilização</a></p>\n<h2>5 Verificações estruturais segundo ACI 318-19</h2>\n<p><a href=\"#material-models-aci\">5.1 Modelos de materiais (ACI)</a><br><a href=\"#strength-reduction-and-load-factors\">5.2 Fatores de redução de resistência e fatores de carga</a><br><a href=\"#strength-verifications\">5.3 Verificações de resistência</a><br><a href=\"#bearing-and-anchorage-zones-partially-loaded-areas\">5.4 Zonas de apoio e ancoragem - Áreas parcialmente carregadas<br></a><a href=\"#serviceability-verifications\">5.5 Verificações de utilização</a></p>\n<h2>6 Verificações estruturais segundo AASHTO</h2>\n<p><a href=\"#material-models-aahsto\">6.1 Modelos de materiais (AASHTO)</a><br><a href=\"#resistance-and-load-factors\">6.2 Fatores de resistência e de carga</a><br><a href=\"#strength-limit-state\">6.3 Estado limite de resistência</a><br><a href=\"#bearing-and-anchorage-zones-resistance-partially-loaded-areas\">6.4 Resistência das zonas de apoio e ancoragem – Áreas parcialmente carregadas</a><br><a href=\"#service-limit-state\">6.5 Estado limite de utilização</a></p>\n<h2>7 Verificações estruturais segundo AS 3600</h2>\n<p><a href=\"#material-models-aus\">7.1 Modelos de materiais (AUS)</a><br><a href=\"#stress-reduction-and-load-factors\">7.2 Fatores de redução de tensão e fatores de carga</a><br><a href=\"#strength-and-anchorage-verifications\">7.3 Verificações de resistência e ancoragem</a><a href=\"#bearing-and-anchorage-zones-partially-loaded-areas\"><br></a><a href=\"#serviceability-checks\">7.4 Verificações de utilização</a></p>\n<h2><a href=\"#prestressing-in-detail-model-description\">8 Pré-esforço no Detail - Descrição do modelo</a></h2>\n<p><br></p>\n<p><br></p>\n<h1>1 Introdução ao método CSFM</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e49a18d3_27e8_019b_eba3_65063bb594c2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c86c543f_3b21_01e3_bff1_67d7962ff523\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___main_assumptions_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n57a4812b_a0a0_01a0_4c2c_553304acad7e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___reinforc\"></object>\n<h1><br></h1>\n<h1>2 Modelo de análise do IDEA StatiCa Detail</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n74d0024f_d938_019c_aad5_614c9ce53be1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___finite_e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bc913c01_15a1_016c_f226_e7b1efa4cf0c\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___supports_and_load_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n359667de_5a59_0171_aa77_53fc1ab66f13\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___load_transfer_at_t\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n89b859bf_4dd6_01d3_b6ed_5ed3d99108a0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___geometric_modifica\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d2d8eb39_c569_01f4_ab99_1cc2eb12eca0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___finite_element_typ\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n43735c90_43fa_0140_a813_ef8d1d1ec26e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___meshing\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e5110320_3e70_0182_6411_9a32a51ca04d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___solution_method_an\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9eba0afe_d078_0158_e878_829fb7dea3c2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___presentation_of_re\"></object>\n<h1><br></h1>\n<h1>3 Verificação do modelo</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b2330c4f_9095_0147_d88d_740d54fa1cd5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___verifica\"></object>\n<h1><br></h1>\n<h1>4 Verificações estruturais segundo o Eurocódigo</h1>\n<p>A avaliação da estrutura utilizando o CSFM é realizada por duas análises distintas: uma para combinações de ações em estado limite de utilização e outra para combinações de ações em estado limite último. A análise de utilização pressupõe que o comportamento último do elemento é satisfatório e que as condições de cedência do material não serão atingidas aos níveis de carga de utilização. Esta abordagem permite a utilização de modelos constitutivos simplificados (com um ramo linear do diagrama tensão-deformação do betão) na análise de utilização, de forma a melhorar a estabilidade numérica e a velocidade de cálculo.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"fd27e424_850f_0161_9ca1_1628abf23729\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n42b5158b_2e6e_01fc_2be7_c94511681d26\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___safety_factors\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d26ec589_f86b_016e_b63d_81a26568bcef\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___ultimate_limit_sta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n474a1f83_1818_0143_4a62_5e6efabf1e75\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___partially_loaded_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9eab8217_160a_011a_5401_26ccf6d9d2b1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_lim\"></object>\n<h1><br></h1>\n<h1>5 Verificações estruturais segundo ACI 318-19</h1>\n<p>A avaliação da estrutura utilizando o CSFM é realizada por duas análises distintas: uma para combinações de ações em estado limite de utilização e outra para combinações de ações de resistência. A análise de utilização pressupõe que o comportamento sob cargas fatoradas é satisfatório e que as condições de cedência do material não serão atingidas aos níveis de carga de utilização. Esta abordagem permite a utilização de modelos constitutivos simplificados (com um ramo linear do diagrama tensão-deformação do betão) na análise de utilização, de forma a melhorar a estabilidade numérica e a velocidade de cálculo.</p>\n<p>O CSFM está em conformidade com ACI 318-19, capítulo 6.8.1.1. Para que o CSFM satisfaça os requisitos da secção 6.8.1.2 da ACI 318-19, foram realizados extensos ensaios de verificação em diversas universidades. Artigos individuais que resumem os resultados de verificação e validação podem ser encontrados no seguinte link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail\">Verificações: Detail 2D</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d2255550_3131_0169_9696_ef5264f6bc37\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n43a7cf88_b42e_01b1_e683_394a5601b9fc\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___factors___aci\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n409e2543_c691_0120_9d2b_4ef7d4601f79\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_analysis_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0660c3e2_725d_01a9_0ca9_9e0ead044d0f\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___bearing_and_anchor\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c6e3c1b1_9373_0150_502e_af77397ecd6e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_ver\"></object>\n<h1><br></h1>\n<h1>6 Verificações estruturais segundo AASHTO</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n56d62c12_a883_0131_f7c6_74695d9a224d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a_0b99d24\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bf8816d5_9949_0172_2698_ee6bd457566a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___resistance_and_loa\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7b649f41_6cdd_0196_b9c0_aad9fe699e70\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_limit_sta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ddac81cd_400b_01ae_c747_e6c4714b0715\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___bearing_and_anchor_69cbe39\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n282a1b2f_0bfa_0145_a12f_b16a0a9fa532\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___service_limit_stat\"></object>\n<h1><br></h1>\n<h1>7 Verificações estruturais segundo a norma australiana AS 3600 (2018)</h1>\n<p>A avaliação da estrutura utilizando o CSFM é realizada por duas análises distintas: uma para combinações de ações em estado limite de utilização e outra para combinações de ações de resistência. A análise de utilização pressupõe que o comportamento sob cargas fatoradas é satisfatório e que as condições de cedência do material não serão atingidas aos níveis de carga de utilização. Esta abordagem permite a utilização de modelos constitutivos simplificados (com um ramo linear do diagrama tensão-deformação do betão) na análise de utilização, de forma a melhorar a estabilidade numérica e a velocidade de cálculo.</p>\n<p>O CSFM é um método de análise estrutural que satisfaz as regras gerais dos capítulos 6.1.1 e 6.1.2 e é definido como (f) análise de tensões não linear no capítulo 6.1.3 - e posteriormente no capítulo 6.6. </p>\n<p>A análise pelo CSFM tem em conta todos os efeitos não lineares e inelásticos relevantes (exceto a retração) definidos em 6.6.3. </p>\n<p>Para satisfazer os requisitos das secções 6.6.4 e 6.6.5 - mais informações podem ser encontradas na secção C6.6 da AS3600:2018 Sup 1:2022 - foram realizadas verificações e validações do método em diversas universidades. Artigos individuais que resumem os resultados de verificação e validação podem ser encontrados no seguinte link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail\">Verificações: Detail 2D</a></li>\n</ul>\n<p>Uma vez que o IDEA StatiCa Detail é um programa de dimensionamento prático, a resistência característica fatorada à compressão em cilindro aos 28 dias <em>f'</em><em><sub>c</sub></em> é utilizada nos cálculos, conforme descrito no capítulo seguinte.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d025294b_107f_0192_e99e_db636ef9d8c3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a_b7035a6\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9a945260_0590_01e7_9874_b9955afa56c4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___stress_reduction_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8f676ef5_04ff_012d_0f70_87de68bd0052\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_analysis__8bc3bfe\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ef1c1682_e40a_0171_bc00_2d379ffe2d41\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_ver_77b5f2c\"></object>\n<h1><br></h1>\n<h1>8 Pré-esforço - descrição do modelo</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"fb927016_9a3d_01e5_5ae8_4a2f55fd08cd\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"prestressing_in_detail___model_description__body_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2ebd4911_d551_0184_1cae_5d39c32e0037\"></object>\n<h1><br></h1>\n<h1>Referências</h1>\n<p>ACI Committee 318. 2019. <em>Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. \"The Prediction of Crack Widths in Hardened Concrete.\" <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. \"Crack Width and Crack Spacing In Reinforced Concrete Members.\" <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. \"Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.\" IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. \"On Development of Suitable Stress Fields for Structural Concrete.\" <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova. 2020. \"<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.\"AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. \"Structural Concrete: Cracked Membrane Model.\" <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. \"Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.\" Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. \"Truss Models in Detailing.\" <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst & Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&genre=book&isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. \"Tension Chord Model for Structural Concrete.\" <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. \"Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).\" PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. \"Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.\" Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. \"Toward a Consistent Design of Structural Concrete.\" <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Standards Australia. 2018. <em>Concrete Structures (AS 3600:2018)</em>. Sydney, NSW: Standards Australia.</p>\n<p><br></p>\n<p>Standards Australia. 2022. <em>Concrete Structures – Commentary (Supplement 1 to AS 3600:2018)</em>. Sydney, NSW: Standards Australia.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. \"The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.\" <em>ACI Journal</em> 83 (2): 219–31. </p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"csfm___how_it_works__code_compliance__validation_a",
"n2026_02_25_webinar_concrete___bridge_detail",
"donaucitytower_2__vienna__austria",
"detail_verification__shear_tests_in_beams_with_low"
],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
},
{
"name": "CZ/SK",
"codename": "cz_sk"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Theoretical background",
"codename": "theoretical_background"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Load effects",
"codename": "load_effects"
},
{
"name": "Overall check",
"codename": "check"
},
{
"name": "Material settings",
"codename": "material_settings"
},
{
"name": "Corbels/Brackets",
"codename": "corbels_brackets"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Deflections",
"codename": "deflections"
},
{
"name": "Diaphragms",
"codename": "diaphragms"
},
{
"name": "Openings",
"codename": "openings"
},
{
"name": "SLS",
"codename": "sls"
},
{
"name": "Stress in reinforcement",
"codename": "stress_in_reinforcement"
},
{
"name": "TDA",
"codename": "tda"
},
{
"name": "Topology optimization",
"codename": "topology_optimization"
},
{
"name": "ULS",
"codename": "uls"
},
{
"name": "Detail 2D",
"codename": "detail"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 15000
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": [
{
"name": "Show Print Button",
"codename": "show_print_button"
},
{
"name": "Show Navigation",
"codename": "show_navigation"
}
]
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "theoretical-background-for-idea-statica-detail"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"theoretical-background-for-idea-statica-detail\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "IDEA StatiCa Detail – Dimensionamento estrutural de descontinuidades em betão"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O IDEA StatiCa Detail é um software de dimensionamento de betão para o dimensionamento estrutural e verificação normativa de regiões de descontinuidade em betão. Análise de tensões em elementos de betão e dimensionamento de paredes de betão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": [
{
"name": "Re-translate and overwrite already translated content",
"codename": "forced"
}
]
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Language translation error (when inserting into Kontent.ai)</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 12.5.2026 11:55</li>\n <li>fr-FR: Translated on 7.5.2026 17:16</li>\n <li>hu-HU: Translated on 12.5.2026 15:33</li>\n <li>it-IT: Translated on 12.5.2026 13:36</li>\n <li>ko-KR: Never translated</li>\n <li>nl-NL: Translated on 12.5.2026 14:37</li>\n <li>pl-PL: Never translated</li>\n <li>pt-PT: Translated on 12.5.2026 18:45</li>\n <li>ro-RO: Translated on 12.5.2026 16:26</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "detail_theoretical_background",
"collection": "default",
"id": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"language": "pt-PT",
"lastModified": "2026-05-12T16:45:45.1119053Z",
"name": "Theoretical background Detail",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Tipos de apoios no IDEA StatiCa Detail"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Types of support (CSFM).png",
"description": null,
"type": "image/png",
"size": 44828,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1f4d6607-4929-4968-ac51-4feabf42d36f/Types%20of%20support%20%28CSFM%29.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "A definição das condições de fronteira é sempre uma tarefa delicada na modelação da estrutura em software de Método dos Elementos Finitos. Apenas um modelo com apoios corretamente definidos consegue reproduzir a realidade."
},
"content": {
"images": [
{
"description": null,
"imageId": "8b1b6d29-5bae-44ec-992e-cef457d6e920",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/76438042-0256-4eee-b9c3-96cc482f48ad/Point%20distributed%20support%20%28CSFM%29.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d5dca6f7-506e-49ea-9248-00bd2856aa32/Bearing%20plate%20support%20%28CSFM%29.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "377ec61e-0181-42d6-b807-8551ef18e856",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/41b6a0e5-80c3-4712-bf5b-3fa1cc373c2c/Line%20support%20%28CSFM%29.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "22af22f4-8657-4453-9e4a-866083d1532b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d68c0c7a-0f69-467d-b9bc-52e66cfa8c7c/Hanging%20support%20%28CSFM%29.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f6e72c10-0612-4ceb-b2fb-98d198e75fd1/Patch%20support%20%28CSFM%29.png",
"height": 630,
"width": 1200
}
],
"linkedItemCodenames": [
"e6e10c89_0d67_011e_3b21_3b8e91f5c5d8"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://www.youtube.com/embed/RZMPmA2ef3k?start=614"
}
},
"system": {
"codename": "e6e10c89_0d67_011e_3b21_3b8e91f5c5d8",
"collection": "default",
"id": "e6e10c89-0d67-011e-3b21-3b8e91f5c5d8",
"language": "pt-PT",
"lastModified": "2026-04-15T10:28:16.661299Z",
"name": "e6e10c89-0d67-011e-3b21-3b8e91f5c5d8",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "what_is_the_csfm_",
"linkId": "86ad7678-0f7f-452a-8e0d-376ea5797b27",
"urlSlug": "what-is-the-csfm",
"type": "support_center_article"
},
{
"codename": "partially_loaded_areas",
"linkId": "bc5b5556-856a-4f0d-8f32-c4e2de75e237",
"urlSlug": "partially-loaded-areas",
"type": "support_center_article"
},
{
"codename": "how_to_apply_a_horizontal_force_occurring_in_the_b",
"linkId": "1d52ff19-b6b3-5290-905a-178825f7cdc1",
"urlSlug": "supports-in-idea-statica-detail-advanced-topics",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Ficará a saber como aplicar condições de fronteira na aplicação IDEA StatiCa Detail, que utiliza o <a data-item-id=\"86ad7678-0f7f-452a-8e0d-376ea5797b27\" href=\"\">CSFM (Método do Campo de Tensões Compatível)</a>. Existem cinco tipos de apoios — vamos descobrir para que servem.</p>\n<h2>Apoios no IDEA StatiCa Detail</h2>\n<h4>Apoio Distribuído Pontual</h4>\n<p>O primeiro tipo de apoio é o <strong>apoio distribuído pontual</strong>, que é definido na aresta ou numa área do modelo onde a reação é distribuída. Devido à distribuição, a tensão não se concentra num único ponto, mas distribui-se por uma área. Não ocorrem variações bruscas de tensão. Este tipo de apoio é ideal quando a rotação é permitida e a distribuição de tensões é uniforme sob o apoio, especialmente em <strong>aparelhos de apoio elastoméricos</strong> e <strong>aparelhos de apoio em pote para pontes</strong>. Consulte a funcionalidade das <a data-item-id=\"bc5b5556-856a-4f0d-8f32-c4e2de75e237\" href=\"\">áreas parcialmente carregadas</a> que é compatível apenas com o apoio distribuído pontual.</p>\n<figure data-asset-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" data-image-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/76438042-0256-4eee-b9c3-96cc482f48ad/Point%20distributed%20support%20%28CSFM%29.png\" data-asset-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" data-image-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" alt=\"\"></figure>\n<h4>Apoio com Placa de Apoio</h4>\n<p>O segundo tipo de apoio designa-se <strong>apoio com placa de apoio</strong>. A reação pontual é transferida para o modelo através de uma chapa de aço, a qual não é verificada e serve como dispositivo de transferência de reação. A chapa de aço impede o aparecimento de fissuras no betão e deforma-se. As dimensões da chapa podem influenciar significativamente os resultados. Este tipo de apoio é ideal para estruturas onde existe uma chapa de aço real, como os <strong>aparelhos de apoio de rolete para pontes</strong>.</p>\n<figure data-asset-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" data-image-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d5dca6f7-506e-49ea-9248-00bd2856aa32/Bearing%20plate%20support%20%28CSFM%29.png\" data-asset-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" data-image-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" alt=\"\"></figure>\n<h4>Apoio Linear</h4>\n<p>O terceiro tipo de apoio, que pode ser considerado universal ou mais geral do que os dois anteriores, designa-se <strong>apoio linear</strong>. Atua como um <strong>conjunto de apoios de mola num comprimento definido</strong> na aresta ou área do modelo. A rigidez da mola é predefinida (correspondente à rigidez da estrutura acima do apoio) ou definida pelo utilizador. Existe a possibilidade de modelar um apoio não linear que atua apenas à compressão. Este tipo de apoio é ideal para qualquer apoio que não se enquadre nos pressupostos dos dois primeiros tipos (distribuído pontual e com placa de apoio), especialmente apoios lineares e apoios de mola de estacas que atuam apenas à compressão.</p>\n<figure data-asset-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" data-image-id=\"377ec61e-0181-42d6-b807-8551ef18e856\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/41b6a0e5-80c3-4712-bf5b-3fa1cc373c2c/Line%20support%20%28CSFM%29.png\" data-asset-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" data-image-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" alt=\"\"></figure>\n<h4>Apoio Suspenso</h4>\n<p>O quarto tipo de apoio é o <strong>apoio suspenso</strong>. O apoio aplicado na suspensão é convertido, de acordo com a rotação, em apoios que atuam nos eixos de cada ramo de suspensão, aplicados no ponto onde os ramos de suspensão entram no betão. A parte da suspensão que sobressai do betão não é verificada. A utilização deste tipo de apoio é bastante evidente — sistema de <strong>âncoras de elevação em betão pré-fabricado</strong>, especialmente a argola de operação em obra fabricada em aço de armadura. </p>\n<figure data-asset-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" data-image-id=\"22af22f4-8657-4453-9e4a-866083d1532b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d68c0c7a-0f69-467d-b9bc-52e66cfa8c7c/Hanging%20support%20%28CSFM%29.png\" data-asset-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" data-image-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" alt=\"\"></figure>\n<h4>Apoio em Área</h4>\n<p>O quinto tipo de apoio no IDEA StatiCa Detail é o <strong>apoio em área</strong>. Trata-se de um apoio pontual com uma área específica através da qual a reação é transferida para o modelo. A reação é aplicada diretamente à armadura, explicitamente especificada (caso contrário, é aplicada ao betão). A utilização deste tipo de apoio é bastante evidente — <strong>sistema de âncoras de elevação em betão pré-fabricado</strong>, especialmente chapa de aço soldada à armadura, e basicamente todos os tipos de sistemas de âncoras de elevação fixados (soldados) à armadura ou apoiados contra ela. Outra utilização deste apoio é a modelação do apoio da viga de consola (sistema de apoio indireto).</p>\n<figure data-asset-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" data-image-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f6e72c10-0612-4ceb-b2fb-98d198e75fd1/Patch%20support%20%28CSFM%29.png\" data-asset-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" data-image-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" alt=\"\"></figure>\n<p><strong>Para uma explicação mais demonstrativa, consulte o webinar onde todos os tipos de apoio são explicados um a um:</strong></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e6e10c89_0d67_011e_3b21_3b8e91f5c5d8\"></object>\n<h2> Sugestão para utilizadores avançados</h2>\n<p>No artigo anterior, abordámos os tipos básicos de apoios aplicáveis no IDEA StatiCa Detail. No entanto, pode acontecer que, para estruturas específicas, estes tipos básicos não sejam suficientes.</p>\n<p>Preparámos um artigo focado em tópicos específicos e mais avançados relacionados com âncoras, aparelhos de apoio para pontes, etc.: <a data-item-id=\"1d52ff19-b6b3-5290-905a-178825f7cdc1\" href=\"\">Apoios no IDEA StatiCa Detail - Tópicos Avançados</a></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"detail_theoretical_background",
"how_to_apply_a_horizontal_force_occurring_in_the_b",
"basic_assumptions_of_csfm"
],
"linkedItems": [
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Pressupostos básicos do Método do Campo de Tensões Compatível (CSFM)"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Fig. 2 - Basic assumptions of CSFM.png",
"description": null,
"type": "image/png",
"size": 187222,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/70d687dc-a209-4d67-aeb9-c0bdabacd5c1/Fig.%202%20-%20Basic%20assumptions%20of%20CSFM.png",
"width": 1343,
"height": 824,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png",
"height": 1200,
"width": 1862
}
],
"linkedItemCodenames": [
"dc8f28de_6bb1_019d_6b00_c08545cfda13",
"f1a13296_c05c_012a_2632_46e6b429981d"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://www.youtube.com/embed/N4ddFVZ2Mqc?si=TKNqvudqLxQY5kKR"
}
},
"system": {
"codename": "dc8f28de_6bb1_019d_6b00_c08545cfda13",
"collection": "default",
"id": "dc8f28de-6bb1-019d-6b00-c08545cfda13",
"language": "pt-PT",
"lastModified": "2026-04-15T12:07:04.4058495Z",
"name": "dc8f28de-6bb1-019d-6b00-c08545cfda13",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/BhfeQV4Ga70?t=1776"
}
},
"system": {
"codename": "f1a13296_c05c_012a_2632_46e6b429981d",
"collection": "default",
"id": "f1a13296-c05c-012a-2632-46e6b429981d",
"language": "pt-PT",
"lastModified": "2026-04-15T12:07:04.4058495Z",
"name": "f1a13296-c05c-012a-2632-46e6b429981d",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "csfm___how_it_works__code_compliance__validation_a",
"linkId": "eaab962d-ba44-4ee0-8fa7-45193c9f52b5",
"urlSlug": "csfm-explained",
"type": "support_center_article"
},
{
"codename": "detail_theoretical_background",
"linkId": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"urlSlug": "theoretical-background-for-idea-statica-detail",
"type": "support_center_article"
},
{
"codename": "solution_for_concrete_walls_and_details___landing_",
"linkId": "4d79cdf4-c6ee-47e8-b4f2-58f4281194bf",
"urlSlug": "walls-and-details",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p><strong>Método do Campo de Tensões Compatível </strong>(CSFM) é um método inovador implementado no IDEA StatiCa Concrete, utilizado para o dimensionamento de estruturas de betão armado. Vamos ver os bastidores do nosso software e verificar por si mesmo que não há razão para ter receio de utilizar cálculos CSFM nos seus projetos. </p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Fig: a) Parede com aberturas b) Parede de corte c) Viga com extremidades rebaixadas e aberturas d) Pilar de ponte e) Diafragma de ponte </em></p>\n<p>Veja o <strong>vídeo de introdução sobre o CSFM e o IDEA StatiCa Detail</strong>:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dc8f28de_6bb1_019d_6b00_c08545cfda13\"></object>\n<p>O CSFM oferece muito mais do que simples verificações ULS. O estado avançado do método baseia-se na <strong>teoria modificada do campo de compressão</strong>, na implementação do <strong>enrijecimento à tração</strong>, e na distinção entre fissuração estabilizada ou não estabilizada; por isso <strong>realizamos verificações SLS</strong> do elemento de betão. Assim, podemos observar a <strong>largura de fissura</strong>, <strong>deformação</strong>, e <strong>tensões</strong> correspondentes às combinações SLS.</p>\n<p>Veja a gravação de um webinar onde a teoria por detrás do CSFM foi explicada em detalhe. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f1a13296_c05c_012a_2632_46e6b429981d\"></object>\n<p>Se estiver interessado no método em si, consulte mais recursos:</p>\n<p><strong>Artigo que resume os princípios</strong> do método: <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">CSFM explicado</a></p>\n<p><strong>Enquadramento teórico extenso</strong> onde encontrará em detalhe os métodos de material utilizados, como o modelo é construído e discretizado em malha, e como os valores individuais são calculados: <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Enquadramento Teórico</a></p>\n<p><br></p>\n<p>O método (CSFM) está implementado no <a data-item-id=\"4d79cdf4-c6ee-47e8-b4f2-58f4281194bf\" href=\"\">IDEA StatiCa Detail</a>.</p>\n<p><br></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"what_is_the_csfm_",
"can_you_trust_the_csfm_",
"what_are_the_key_differences_between_the_methods_c"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "O que é o CSFM?"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "What is the CSFM.png",
"description": null,
"type": "image/png",
"size": 115014,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/56a3076d-0f7c-473e-bc63-53e19a44a956/What%20is%20the%20CSFM.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Já ouviu falar do CSFM? É um método que implementámos no IDEA StatiCa Detail para resolver regiões de descontinuidade."
},
"content": {
"images": [
{
"description": null,
"imageId": "9739b6d6-2cbc-4745-a590-4a85f7e1862f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png",
"height": 789,
"width": 1476
}
],
"linkedItemCodenames": [
"n25e034e4_b24b_0161_8666_4057b49fa32f"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://www.youtube.com/embed/vBXGWSzZPMQ?si=ogkCfmtWhUP76rSP"
}
},
"system": {
"codename": "n25e034e4_b24b_0161_8666_4057b49fa32f",
"collection": "default",
"id": "25e034e4-b24b-0161-8666-4057b49fa32f",
"language": "pt-PT",
"lastModified": "2026-04-15T11:37:58.609887Z",
"name": "25e034e4-b24b-0161-8666-4057b49fa32f",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "csfm___how_it_works__code_compliance__validation_a",
"linkId": "eaab962d-ba44-4ee0-8fa7-45193c9f52b5",
"urlSlug": "csfm-explained",
"type": "support_center_article"
},
{
"codename": "detail_theoretical_background",
"linkId": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"urlSlug": "theoretical-background-for-idea-statica-detail",
"type": "support_center_article"
},
{
"codename": "concrete_building_in_brno",
"linkId": "ebaacf5d-a42f-4212-8530-4a798a6bffe0",
"urlSlug": "reinforced-concrete-structure-of-a-multifunctional-building",
"type": "case_study"
},
{
"codename": "landing_page___sample_projects",
"linkId": "6960cf43-a5d3-4169-8fd0-59b3574b7a36",
"urlSlug": "sample-projects",
"type": "landing_page___support_center_new"
},
{
"codename": "solution_for_concrete_walls_and_details___landing_",
"linkId": "4d79cdf4-c6ee-47e8-b4f2-58f4281194bf",
"urlSlug": "walls-and-details",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>O CSFM – Método do Campo de Tensões Compatível. É um método para dimensionar e efetuar a verificação normativa de detalhes de betão (tais como consolos, maciços de encabeçamento de estacas, vigas com aberturas, extremidades rebaixadas, etc.) e paredes. Os detalhes podem ser criados passo a passo utilizando entidades ou podem ser importados a partir de uma referência DXF, e o modelo é automaticamente transferido para o modelo de análise pelo CSFM. Os resultados, de acordo com a norma, são fornecidos.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p>O método é <strong>resumido</strong> brevemente, e todos os <strong>princípios essenciais</strong> são explicados no artigo seguinte. Encontrará também comparações com o Método Escora-e-tirante e o Método dos Campos de Tensões, e como se relacionam entre si. </p>\n<p> <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">CSFM explicado</a><br></p>\n<p>Para obter informação abrangente e teoria, pode escolher uma das seguintes fontes:</p>\n<p>1. <strong>Aula online</strong> do Prof. Kaufmann da ETH:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n25e034e4_b24b_0161_8666_4057b49fa32f\"></object>\n<p>2. <strong>Fundamentos teóricos</strong> elaborados pela nossa equipa:</p>\n<p>Saiba mais sobre o CSFM nos nossos <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Fundamentos teóricos</a>.</p>\n<p><br></p>\n<p>Se pretender ver a <strong>utilização prática</strong>, aceda aos <a data-item-id=\"ebaacf5d-a42f-4212-8530-4a798a6bffe0\" href=\"\">Casos de Estudo</a> ou aos <a data-item-id=\"6960cf43-a5d3-4169-8fd0-59b3574b7a36\" href=\"\">Projetos de Exemplo</a>, onde pode descarregar os modelos e verificar por si mesmo os resultados que o <a data-item-id=\"4d79cdf4-c6ee-47e8-b4f2-58f4281194bf\" href=\"\">IDEA StatiCa Detail</a> pode oferecer.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"csfm___how_it_works__code_compliance__validation_a",
"can_you_trust_the_csfm_",
"csfm_book___compatible_stress_field_design_of_stru",
"what_are_the_key_differences_between_the_methods_c"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Pode confiar no CSFM?"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "CSFM Book visualization 1200x630.png",
"description": null,
"type": "image/png",
"size": 340825,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/956577c4-179b-4257-b59f-fa94e79df096/CSFM%20Book%20visualization%201200x630.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"ccade5f7_84df_0169_036c_f928b84827dd"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://www.youtube.com/embed/4Fc8ZEXRPrk"
}
},
"system": {
"codename": "ccade5f7_84df_0169_036c_f928b84827dd",
"collection": "default",
"id": "ccade5f7-84df-0169-036c-f928b84827dd",
"language": "pt-PT",
"lastModified": "2026-04-15T11:38:19.3535567Z",
"name": "ccade5f7-84df-0169-036c-f928b84827dd",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "detail_theoretical_background",
"linkId": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"urlSlug": "theoretical-background-for-idea-statica-detail",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>O CSFM (Método do Campo de Tensões Compatível) é um método para o dimensionamento e verificação normativa de detalhes de betão, regiões de descontinuidade e paredes. É também o método implementado na aplicação IDEA StatiCa Detail.</p>\n<p>A resposta à questão acima mencionada é sim. A validação e verificação da solução CSFM é uma parte essencial do processo de desenvolvimento do software IDEA StatiCa. Foi realizada uma investigação extensiva neste domínio, disponível na página web da IDEA StatiCa e no livro Compatible Stress Field Design of Structural Concrete do prof. Kaufmann.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ccade5f7_84df_0169_036c_f928b84827dd\"></object>\n<p>Saiba mais sobre o CSFM no nosso <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Enquadramento teórico</a>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "FAQ",
"codename": "faq"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "can-you-trust-the-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"can-you-trust-the-csfm\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Pode confiar no CSFM?"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A validação e verificação da solução CSFM é uma parte essencial do processo de desenvolvimento do software IDEA StatiCa."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": "A validação e verificação da solução CSFM é a parte essencial do processo de desenvolvimento do software IDEA StatiCa."
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:38</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "can_you_trust_the_csfm_",
"collection": "default",
"id": "34ae8b6a-1ed0-43f8-b86e-2f3e318e90b0",
"language": "pt-PT",
"lastModified": "2026-04-15T11:38:19.3535567Z",
"name": "Can you trust the CSFM?",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Quais são as principais diferenças entre os métodos CSFM e Escora&tirante"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "What are the key differences between the methods CSFM and S&T.png",
"description": null,
"type": "image/png",
"size": 354480,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/84431430-d3b0-4e0e-a9af-2c810b5ac36b/What%20are%20the%20key%20differences%20between%20the%20methods%20CSFM%20and%20S%26T.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"cf64d6bc_bd68_019e_1955_88d70f014273"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/ltCcTwDa5fQ?t=1800"
}
},
"system": {
"codename": "cf64d6bc_bd68_019e_1955_88d70f014273",
"collection": "default",
"id": "cf64d6bc-bd68-019e-1955-88d70f014273",
"language": "pt-PT",
"lastModified": "2026-04-15T10:29:40.091883Z",
"name": "cf64d6bc-bd68-019e-1955-88d70f014273",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Que benefícios traz o <strong>CSFM </strong>à prática de engenharia, e por que razão deve experimentá-lo? Uma das maiores vantagens é a generalidade do <strong>Método do Campo de Tensões Compatível</strong>, que permite aos utilizadores projetar e realizar a verificação normativa de qualquer geometria de estrutura de betão. Além disso, a deteção automática da posição ideal da armadura auxilia o processo de dimensionamento, e o engenheiro recebe resultados de verificação claros tanto para o <strong>ULS</strong> como para o <strong>SLS</strong>, incluindo fendilhação e deformações.</p>\n<p>Assista à gravação em vídeo do nosso webinar, onde os nossos engenheiros de produto explicam as principais diferenças entre estas duas abordagens:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cf64d6bc_bd68_019e_1955_88d70f014273\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "FAQ",
"codename": "faq"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "key-differences-between-csfm-and-strut-tie"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"key-differences-between-csfm-and-strut-tie\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Principais diferenças entre os métodos CSFM e Escora&tirante"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O Método do Campo de Tensões Compatível permite aos utilizadores projetar e realizar a verificação normativa de qualquer geometria da estrutura de betão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:29</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "what_are_the_key_differences_between_the_methods_c",
"collection": "default",
"id": "4103cde6-e457-5d41-af3d-774a7ec760a8",
"language": "pt-PT",
"lastModified": "2026-04-15T10:29:40.091883Z",
"name": "What are the key differences between the methods CSFM and S&T",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "FAQ",
"codename": "faq"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "what-is-the-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"what-is-the-csfm\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "O que é o CSFM?"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O CSFM – Método do Campo de Tensões Compatível para o dimensionamento e verificação normativa de detalhes de betão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:37</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "what_is_the_csfm_",
"collection": "default",
"id": "86ad7678-0f7f-452a-8e0d-376ea5797b27",
"language": "pt-PT",
"lastModified": "2026-04-15T11:37:58.609887Z",
"name": "What is the CSFM?",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Stress in reinforcement",
"codename": "stress_in_reinforcement"
},
{
"name": "Detail 2D",
"codename": "detail"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 8800
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "basic-assumptions-of-compatible-stress-field-method-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"basic-assumptions-of-compatible-stress-field-method-csfm\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Pressupostos básicos do Método do Campo de Tensões Compatível (CSFM)"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O CSFM baseia-se na teoria modificada do campo de compressão, na implementação do enrijecimento à tração e na distinção entre fissuração estabilizada ou não estabilizada."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:07</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "basic_assumptions_of_csfm",
"collection": "default",
"id": "abe8dc1b-83f8-4e04-b9cb-91ea9961a5fb",
"language": "pt-PT",
"lastModified": "2026-04-15T12:07:04.4058495Z",
"name": "Basic assumptions of CSFM",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Support",
"codename": "support"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9200
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "types-of-supports-in-idea-statica-detail"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"types-of-supports-in-idea-statica-detail\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Tipos de apoios no IDEA StatiCa Detail"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Existem cinco tipos de apoios no IDEA StatiCa Detail (CSFM) — vamos descobrir para que servem."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:28</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "types_of_supports_in_idea_statica_detail__csfm_",
"collection": "default",
"id": "5a121972-f384-4f14-8788-9da298e1aae1",
"language": "pt-PT",
"lastModified": "2026-04-15T10:28:16.661299Z",
"name": "Types of supports in IDEA StatiCa Detail",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "Geometry",
"codename": "geometry"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9300
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "geometry-types-in-detail"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"geometry-types-in-detail\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Tipos de geometria em Detail"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A aplicação Detail distingue cinco tipos de geometria com base na topologia da estrutura selecionada. Vejamos cada um deles."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:48</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "geometry_types_in_detail",
"collection": "default",
"id": "d687ccdc-e898-489c-91cf-c4d935406d36",
"language": "pt-PT",
"lastModified": "2026-04-15T11:48:18.9024218Z",
"name": "Geometry types in Detail",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Diafragma de ponte"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Bridge diaphragm.png",
"description": null,
"type": "image/png",
"size": 116437,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/62e1a75a-4857-44ac-8b11-258b506f9161/Bridge%20diaphragm.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2022-12-23T23:00:00Z",
"displayTimeZone": "Europe/Warsaw"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"member___bridge"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Ponte"
},
"display_in_sample_projects": {
"name": "Display on \"Sample projects\" page",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "true"
}
]
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "SeZatizenim.png",
"description": null,
"type": "image/png",
"size": 12278,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1eca8e32-8195-4cfe-843c-2f4b80a4cd42/SeZatizenim.png",
"width": 885,
"height": 500,
"renditions": {}
}
]
},
"preview_files": {
"name": "Preview files (*.ideaCon)",
"type": "asset",
"value": []
},
"download_files": {
"name": "Download files (*.zip)",
"type": "asset",
"value": [
{
"name": "DEMO Bridge.zip",
"description": null,
"type": "application/x-zip-compressed",
"size": 5549551,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fa79c29e-1e95-4690-a31a-7c34adb2eef6/DEMO%20Bridge.zip",
"renditions": null
}
]
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 15:57</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
}
},
"system": {
"codename": "member___bridge",
"collection": "default",
"id": "463aa601-85c3-4df4-ac4c-25bdc650d550",
"language": "pt-PT",
"lastModified": "2026-04-15T13:57:06.4935644Z",
"name": "Sample project - Member - Bridge",
"sitemapLocations": [],
"type": "sample_project",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [
{
"codename": "steel___member",
"linkId": "e2fb6b14-f5e4-4b81-8322-71acd2cdf487",
"urlSlug": "steel-member-design",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Um exemplo de dimensionamento e verificação normativa segundo o Eurocódigo de uma viga transversal de ponte em aço. A viga está rigidamente aparafusada às vigas-parede principais através de placas de extremidade com enrijecedores e carregada por duas forças pontuais nos terços do vão. O modelo é dimensionado e analisado na aplicação <a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a>. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"member___bridge\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Sample projects",
"codename": "sample_project"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Member",
"codename": "member"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 8650
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "bridge-diaphragm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"bridge-diaphragm\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Diafragma de ponte"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Projeto de exemplo de dimensionamento e verificação normativa, segundo o Eurocódigo, de uma viga transversal de ponte em aço. A viga está rigidamente aparafusada às vigas-parede principais através de placas de extremidade com enrijecedores e carregada por duas forças pontuais nos terços do vão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:14</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "bridge___sample_projects",
"collection": "default",
"id": "5f00b2e9-080a-4838-b5a8-3c821b78bc70",
"language": "pt-PT",
"lastModified": "2026-04-15T11:14:47.640855Z",
"name": "SP - Bridge diaphragm",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Dimensionamento de betão armado via CSFM"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "2020-05-13 Reinforced concrete design via CSFM.png",
"description": null,
"type": "image/png",
"size": 715297,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d5068bff-4c0e-481d-86d4-eb93eabe10c5/2020-05-13%20Reinforced%20concrete%20design%20via%20CSFM.png",
"width": 1000,
"height": 600,
"renditions": {}
}
]
},
"post_date": {
"name": "Webinar date",
"type": "date_time",
"value": "2020-05-13T00:00:00Z",
"displayTimeZone": null
},
"post_date_2": {
"name": "Webinar date 2",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"agenda": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Agenda",
"type": "rich_text",
"value": "<ul>\n <li>Nova tecnologia CSFM</li>\n <li>Exemplo de referência</li>\n <li>Teoria do CSFM</li>\n <li>Interpretação de resultados</li>\n <li>Verificações ULS e SLS</li>\n <li>Comparação dos resultados CSFM com diferentes métodos (STM)</li>\n</ul>"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "O CSFM é um método inovador implementado no IDEA StatiCa Concrete, utilizado para o dimensionamento de estruturas de betão armado. Vamos ver o que está por detrás da cena do nosso software e verificar por si próprios que não há razão para ter receio de utilizar cálculos CSFM nos seus projetos."
},
"content": {
"images": [
{
"description": null,
"imageId": "29e7a7f1-3090-4750-9e51-e3b510ba33fd",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png",
"height": 656,
"width": 970
},
{
"description": null,
"imageId": "314706ad-bfe3-44e6-aa04-c87cb1a29a68",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png",
"height": 656,
"width": 970
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Junte-se ao webinar onde o foco estará centrado na teoria do método que se esconde sob o nome CSFM (<strong>Método do Campo de Tensões Compatível</strong>). O problema do dimensionamento de estruturas de betão armado abrirá o webinar, depois serão introduzidas as hipóteses básicas do método e serão discutidos os tipos de estruturas de betão armado adequadas para este método. De seguida, passamos a um exemplo prático que utilizamos para explicar os princípios da análise e verificações da estrutura de betão armado via CSFM. Como exemplo de referência, foi selecionada uma <strong>parede de betão armado com uma abertura</strong>, carregada por uma força concentrada localizada na sua extremidade superior. Muitos de vós já encontraram este exemplo quando é ensinado o método Escora-e-tirante (STM). E os resultados do STM serão comparados com os obtidos pelo CSFM.</p>\n<figure data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png\" data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" alt=\"\"></figure>\n<figure data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png\" data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" alt=\"\"></figure>\n<p>O CSFM oferece muito mais do que apenas verificações ULS. O estado avançado do método baseia-se na <strong>teoria modificada do campo de compressão</strong>, na implementação do <strong>enrijecimento à tração</strong> e na distinção entre fendilhação estabilizada ou não estabilizada; por isso <strong>realizamos verificações SLS</strong> da <strong>parede</strong> de betão. Assim, podemos observar a <strong>largura de fenda</strong>, <strong>deformação</strong> e <strong>tensões</strong> correspondentes às combinações SLS.</p>\n<p><strong>Método do Campo de Tensões Compatível (CSFM)</strong>, um novo método que permite um dimensionamento sofisticado de betão armado de acordo com as normas.</p>\n<p>Junte-se aos nossos experientes Engenheiros de Produto e calcule as estimativas de ontem!</p>\n<h3>Veja a gravação do webinar</h3>"
},
"presenters": {
"name": "Presenters",
"type": "modular_content",
"value": [
"petra_komarkova",
"lukas_juricek"
],
"linkedItems": [
{
"elements": {
"name": {
"name": "Name",
"type": "text",
"value": "Petra Komarkova"
},
"position": {
"name": "Position",
"type": "text",
"value": "Product Engineer\nIDEA StatiCa"
},
"images": {
"name": "Image",
"type": "asset",
"value": [
{
"name": "Petra WEB.png",
"description": null,
"type": "image/png",
"size": 332370,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ddab54c4-9de7-4b96-b8c1-0a1b670dcb6b/Petra%20WEB.png",
"width": 325,
"height": 400,
"renditions": {}
}
]
},
"perex": {
"name": "Perex",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p><br></p>"
},
"linkedin": {
"name": "LinkedIn",
"type": "text",
"value": "https://linkedin.com/in/petra-komárková-265a65b0"
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "petra-komarkova"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"petra-komarkova\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 12.5.2026 17:16</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 12.5.2026 11:56</li>\n <li>fr-FR: Translated on 7.5.2026 17:17</li>\n <li>hu-HU: Translated on 12.5.2026 15:33</li>\n <li>it-IT: Translated on 12.5.2026 13:37</li>\n <li>ko-KR: Never translated</li>\n <li>nl-NL: Translated on 12.5.2026 14:38</li>\n <li>pl-PL: Never translated</li>\n <li>pt-PT: Translated on 12.5.2026 18:46</li>\n <li>ro-RO: Translated on 12.5.2026 16:27</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": "Petra Komarkova"
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": "petra-komarkova"
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "petra_komarkova",
"collection": "default",
"id": "17313d89-d4f4-4b72-a3e6-16669e2ce3a4",
"language": "pt-PT",
"lastModified": "2026-06-17T08:34:15.4351895Z",
"name": "Petra Komarkova",
"sitemapLocations": [],
"type": "author",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]"
]
},
"recorded_video": {
"name": "Recorded video",
"type": "text",
"value": "https://www.youtube.com/embed/BhfeQV4Ga70"
},
"gotowebinar_key": {
"name": "GoToWebinar key",
"type": "text",
"value": ""
},
"marketing_consent": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Marketing consent",
"type": "rich_text",
"value": "<p><br></p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "SLS",
"codename": "sls"
},
{
"name": "ULS",
"codename": "uls"
},
{
"name": "Wall",
"codename": "wall"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"preview_image_amer": {
"name": "Preview image AMER",
"type": "asset",
"value": []
},
"preview_image_emea_apac": {
"name": "Preview image EMEA+APAC",
"type": "asset",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "reinforced-concrete-design-via-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"reinforced-concrete-design-via-csfm\",\"[autogenerated]\"]"
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Dimensionamento de betão armado via CSFM"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Vamos ver o que está por detrás da cena do nosso software e verificar por si próprios que não há razão para ter receio de utilizar cálculos CSFM nos seus projetos."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 12.5.2026 17:17</li>\n <li>de-DE: Translated on 18.5.2026 23:00</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 12.5.2026 11:57</li>\n <li>fr-FR: Translated on 7.5.2026 17:17</li>\n <li>hu-HU: Translated on 12.5.2026 15:34</li>\n <li>it-IT: Translated on 12.5.2026 13:37</li>\n <li>ko-KR: Translated on 12.5.2026 20:23</li>\n <li>nl-NL: Translated on 12.5.2026 14:38</li>\n <li>pl-PL: Translated on 12.5.2026 19:33</li>\n <li>pt-PT: Translated on 26.5.2026 13:17</li>\n <li>ro-RO: Translated on 12.5.2026 16:27</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "dimenzovani_zb_konstrukci_podle_csfm",
"collection": "default",
"id": "9b32b5fe-8779-5426-b128-5cd1d52bcdb9",
"language": "pt-PT",
"lastModified": "2026-05-26T11:17:58.2877911Z",
"name": "Reinforced concrete design via CSFM",
"sitemapLocations": [],
"type": "webinar",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "partially-loaded-areas"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"partially-loaded-areas\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Áreas parcialmente carregadas"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Esta funcionalidade é adequada para pré-fabricadores que lidam com reações significativas nos apoios ou forças de pré-esforço concentradas provenientes dos tendões nas vigas."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:08</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "partially_loaded_areas",
"collection": "default",
"id": "bc5b5556-856a-4f0d-8f32-c4e2de75e237",
"language": "pt-PT",
"lastModified": "2026-04-15T11:08:36.9463699Z",
"name": "Partially loaded areas",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": "[Circular Reference]",
"system": {
"codename": "uk_national_annex_implementation",
"collection": "default",
"id": "d167acb9-5ec8-40a8-97d1-28b310c8798d",
"language": "pt-PT",
"lastModified": "2026-04-15T10:14:11.4092018Z",
"name": "RN 20.0: UK National Annex implementation",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"release_notes_idea_statica_20___introduction__copy\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"release_notes_idea_statica_20___new_licensing_syst\"></object>\n<h2>IDEA StatiCa Detail</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"parametric_diaphragms_templates\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"partially_loaded_areas\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"uk_national_annex_implementation\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1",
"release_notes_idea_statica_concrete_20_1",
"release_notes_idea_statica_steel_20",
"untitled_content_item_15d53ff"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Release notes IDEA StatiCa Steel 20.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Cost estimation2.png",
"description": null,
"type": "image/png",
"size": 97898,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0b28ca50-d870-43f8-8fa2-1c1bb23c21d1/Cost%20estimation2.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2020-10-06T00:00:00Z",
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "d17a4461-cadb-442b-b8d1-2632e344bd74",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dd7227ef-53b8-4e98-80f2-73f001bda28c/BIM%2020.1%20Steel.PNG",
"height": 474,
"width": 1019
}
],
"linkedItemCodenames": [
"release_notes_idea_statica_20___introduction__copy_b4014f8",
"rn_20_1__cost_estimation",
"rn_20_1__predesign",
"release_notes_20_1__settings_and_templates",
"rn_20_1__new_connection_wizard",
"rn_20_1__new_connection_wizard__copy_",
"rn_20_1__bolt_bearing_distances__en_",
"rn_20_1__improved_model_of_contacts",
"rn_20_1__butt_welds_upgraded_model",
"rn_20_1__check_of_missing_welds",
"rn_20_1__connecting_plate_eccentricity",
"rn_20_1__bim___bulk_selection",
"rn_20_1__bim___recommended_welds",
"rn_20_1__others"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Introdução"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A nova versão do IDEA StatiCa chegou! </p>\n<p>Quer esteja a utilizar o IDEA StatiCa como aplicação autónoma ou através de ligações BIM com aplicações FEA/CAD, a versão 20.1 irá acelerar significativamente o seu processo de dimensionamento de ligações. Tudo isto com o nosso foco em permitir que os engenheiros avaliem os requisitos do código nacional de forma aprofundada e utilizem a quantidade ótima de material. </p>\n<p>Os destaques desta versão são:</p>\n<ul>\n <li><strong>Estimativa de custos</strong> - saiba quanto custará a ligação, em tempo real na cena 3D, com base nos seus dados de fabrico. </li>\n <li><strong>Pré-dimensionamento</strong> - o motor do IDEA StatiCa modela proativamente partes das ligações por si, acelerando o processo de otimização dos seus projetos para atingir o melhor resultado.</li>\n <li><strong>Seleção em massa</strong> de ligações a partir do Tekla, Advance Steel, Revit - sem mais seleção de ligações uma a uma em 3 passos. Basta arrastar sobre 10 ligações no Tekla e o IDEA StatiCa exporta-as automaticamente. Algumas alterações no Tekla? Basta clicar em \"Sync all\".</li>\n</ul>\n<p>Além disso, preparámos algumas melhorias no <strong>licenciamento do IDEA StatiCa</strong> para lhe proporcionar uma gestão de licenças flexível e cómoda. </p>\n<p>Esperamos que aprecie todas as nossas novas funcionalidades e melhorias e adoraríamos receber o seu feedback a qualquer momento. </p>\n<p>Calcule as estimativas de ontem!</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Member",
"codename": "member"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "introduction-20-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"introduction-20-1\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "no",
"codename": "false"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "noindex, nofollow",
"codename": "noindex__nofollow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:23</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_idea_statica_20___introduction__copy_b4014f8",
"collection": "default",
"id": "b4014f81-8bf6-457a-abde-4d5c732d9dc5",
"language": "pt-PT",
"lastModified": "2026-04-15T12:23:25.8484745Z",
"name": "Release notes IDEA StatiCa Steel 20.1 - Introduction",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Estimativa de custos"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Settings.png",
"description": null,
"type": "image/png",
"size": 21038,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png",
"width": 1104,
"height": 603,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "A nova versão 20.1 do IDEA StatiCa Connection introduz o cálculo dos custos de produção da ligação. Os utilizadores podem estimar muito rapidamente o preço final do projeto criado e otimizar a ligação em conformidade."
},
"content": {
"images": [
{
"description": null,
"imageId": "49b0f2a3-0cec-40cd-acc9-398563b3ca55",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png",
"height": 564,
"width": 1080
}
],
"linkedItemCodenames": [
"f1be30da_fee4_015d_6ddb_06d9daca6529",
"n85f25542_d240_0108_ed62_be0948733e96"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://www.youtube.com/embed/5Vh5hmlD3iI?start=174"
}
},
"system": {
"codename": "f1be30da_fee4_015d_6ddb_06d9daca6529",
"collection": "default",
"id": "f1be30da-fee4-015d-6ddb-06d9daca6529",
"language": "pt-PT",
"lastModified": "2026-04-15T12:21:12.4327888Z",
"name": "f1be30da-fee4-015d-6ddb-06d9daca6529",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "ARTIGOS RELACIONADOS"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1",
"release_notes_idea_statica_concrete_20_1"
],
"linkedItems": [
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Notas de versão IDEA StatiCa Concrete 20.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "concrete-member-beta-loads.png",
"description": null,
"type": "image/png",
"size": 137781,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d1383ca7-9032-44a0-81c3-dbac139ee7dd/concrete-member-beta-loads.png",
"width": 1920,
"height": 1040,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2020-10-06T00:00:00Z",
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "81558527-021b-45f6-8296-c45d594b9eec",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fb59063e-4dc2-48d7-89f4-00cc24e249c7/BIM%2020.1%20Concrete.PNG",
"height": 219,
"width": 1026
}
],
"linkedItemCodenames": [
"release_notes_idea_statica_concrete_20___introduct",
"concrete_member_beta",
"partially_loaded_areas",
"improvement_in_concrete_design___fatigue_check"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Introdução"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A nova versão do IDEA StatiCa chegou! Apresentamos mais um conjunto de novas funcionalidades e melhorias para aprimorar o dimensionamento dos seus projetos de betão. Independentemente da complexidade do seu projeto de betão, o IDEA StatiCa oferece:</p>\n<ul>\n <li>Verificações normativas completas</li>\n <li>Tipos de análise avançados</li>\n <li>Topologia ilimitada de secções transversais e disposição de armadura</li>\n <li>Todos os detalhes 2D em betão</li>\n <li>Relatórios que concluem o projeto</li>\n</ul>\n<p>Os nossos utilizadores realizam atualmente estas tarefas através de aplicações separadas - Detail, RCS e Beam. É com grande entusiasmo que apresentamos uma aplicação totalmente nova no IDEA StatiCa Concrete - <strong>Member</strong>. Esta irá unificar todo o dimensionamento e as verificações normativas de todos os elementos de betão armado num único local, integrado no seu software de análise por elementos finitos. O Member estará disponível em versão BETA para todos os utilizadores com qualquer licença de betão do IDEA StatiCa.</p>\n<p>Para além desta nova aplicação, pode encontrar melhorias nos nossos motores de verificação normativa:</p>\n<ul>\n <li>Áreas parcialmente carregadas</li>\n <li>Verificação de fadiga</li>\n</ul>\n<p>Adicionalmente, preparámos algumas melhorias no <strong>licenciamento do IDEA StatiCa</strong> para lhe permitir uma gestão de licenças flexível e cómoda. </p>\n<p>Esperamos que aprecie todas as nossas novas funcionalidades e melhorias e adoraríamos receber o seu feedback a qualquer momento. </p>\n<p>Calcule as estimativas de ontem!</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Concrete Topics",
"codename": "calculation_methods"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "RCS",
"codename": "rcs"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "introduction-concrete-20-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"introduction-concrete-20-1\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "no",
"codename": "false"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "noindex, nofollow",
"codename": "noindex__nofollow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:24</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_idea_statica_concrete_20___introduct",
"collection": "default",
"id": "2b5d8dd4-8ec0-4f5e-a7f6-e0d83bb080e5",
"language": "pt-PT",
"lastModified": "2026-04-15T12:24:02.812585Z",
"name": "Release notes IDEA StatiCa Concrete 20.1 - Introduction",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Elemento de Betão BETA"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "concrete member.png",
"description": null,
"type": "image/png",
"size": 113613,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0c1280eb-96c6-4f40-bd83-231a0827ed90/concrete%20member.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "d1af910f-dd63-4e10-a160-680ff55b49a6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c0124ac5-cca4-4c47-a02d-376dd381631a/Geometry.png",
"height": 1040,
"width": 1920
},
{
"description": null,
"imageId": "b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b7dd3740-550b-4ac9-b959-204d964e5125/loads.png",
"height": 1040,
"width": 1920
},
{
"description": null,
"imageId": "efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/050aeadb-b26a-493f-b420-d4e379e08a4c/Reinforcement%20editor.png",
"height": 1040,
"width": 1920
},
{
"description": null,
"imageId": "5f1641eb-3368-44c5-8c6b-d169a502e69a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/da0294c2-e1c9-49f1-93cb-efc1c6a249af/reinforcement.png",
"height": 1040,
"width": 1920
},
{
"description": null,
"imageId": "ef02ea2f-eb2c-407c-8792-3389c290973a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8d0fb810-fec0-4e46-bcdf-d1717695093c/analysis.png",
"height": 156,
"width": 822
},
{
"description": null,
"imageId": "b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d312cd32-5d17-47c9-8ca2-9a7ace46a38b/linear%20analysis.png",
"height": 1040,
"width": 1920
},
{
"description": null,
"imageId": "1df6bc15-e233-4ff9-8381-65342c2eb4c6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/69989318-5ed5-4f91-9ce5-a535f0e94857/GMNA.png",
"height": 875,
"width": 1853
},
{
"description": null,
"imageId": "bce6d4bc-f477-4a5c-a494-9a11b23430aa",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fafdfe0b-ef04-4243-9ee9-b0fba3f4f4a5/CSFM2D.png",
"height": 800,
"width": 1800
},
{
"description": null,
"imageId": "719adb70-3ab9-4e1d-9943-af558f4cf2e4",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fb1739f5-67b0-44d8-ad91-35bb500dc05e/CSFM3D.png",
"height": 800,
"width": 1000
},
{
"description": null,
"imageId": "2bebe845-288a-45c4-ae7d-3cdd7938f72a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dbb35596-824d-42bc-9b77-7dcd0e4af5bf/section%20check.png",
"height": 157,
"width": 826
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A versão 20.1 apresenta uma nova aplicação para o dimensionamento de betão - Concrete Member BETA. Modele, arme e efetue a verificação normativa de um elemento de betão crítico em minutos. </p>\n<h2>Geometria</h2>\n<p>Graças à nossa nova aplicação, o utilizador pode facilmente dimensionar e avaliar estruturas espaciais de betão armado constituídas por elementos 1-D, <strong>vigas</strong> e <strong>pilares</strong>. No futuro, será possível analisar elementos estruturais 3-D de qualquer topologia.</p>\n<figure data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c0124ac5-cca4-4c47-a02d-376dd381631a/Geometry.png\" data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" alt=\"\"></figure>\n<h2>Ações</h2>\n<p>A carga pode ser aplicada na direção de qualquer eixo do elemento através de carga distribuída linear. As extremidades dos elementos relacionados podem estar sujeitas a forças pontuais (e momentos) que representam forças nodais obtidas da análise global.</p>\n<figure data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b7dd3740-550b-4ac9-b959-204d964e5125/loads.png\" data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" alt=\"\"></figure>\n<h2>Armadura</h2>\n<p>Utilizando o nosso conhecido diálogo, o utilizador pode dimensionar a armadura longitudinal e os estribos em cada elemento. Os modelos predefinidos podem acelerar todo o processo de dimensionamento da armadura. Cada grupo de armadura longitudinal, bem como os estribos, pode ser facilmente editado na janela de Propriedades. </p>\n<figure data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/050aeadb-b26a-493f-b420-d4e379e08a4c/Reinforcement%20editor.png\" data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" alt=\"\"></figure>\n<p><br></p>\n<p>É possível definir várias zonas de armadura ao longo do comprimento do elemento e criar uma disposição de armadura complexa, incluindo <strong>diferentes espaçamentos dos estribos</strong> e <strong>comprimentos das varões de armadura longitudinal</strong>.</p>\n<figure data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/da0294c2-e1c9-49f1-93cb-efc1c6a249af/reinforcement.png\" data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" alt=\"\"></figure>\n<h2>Análise </h2>\n<p>Vários tipos de análise diferentes estarão disponíveis para um modelo estrutural. Atualmente, apenas a <strong>análise linear</strong> pode ser realizada, mas outros tipos de análise serão implementados nas versões seguintes. </p>\n<p>Quatro tipos de análise estarão disponíveis para analisar elementos de betão. Atualmente, uma <strong>análise linear</strong> pode ser executada no Concrete Member Beta; os outros três tipos de análise estão em desenvolvimento ou em fase de ajuste final. </p>\n<figure data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8d0fb810-fec0-4e46-bcdf-d1717695093c/analysis.png\" data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>Análise linear (LA): implementada no Concrete Member Beta</li>\n</ul>\n<figure data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d312cd32-5d17-47c9-8ca2-9a7ace46a38b/linear%20analysis.png\" data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>Análise não linear geométrica e material, incluindo análise térmica (GMNA): em desenvolvimento</li>\n</ul>\n<figure data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/69989318-5ed5-4f91-9ce5-a535f0e94857/GMNA.png\" data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>Método do Campo de Tensões Compatível 2D (CSFM 2D): desenvolvido/em melhoria (o CSFM está disponível no IDEA StatiCa Detail)</li>\n</ul>\n<figure data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fafdfe0b-ef04-4243-9ee9-b0fba3f4f4a5/CSFM2D.png\" data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>Método do Campo de Tensões Compatível 3D (CSFM 3D): em desenvolvimento</li>\n</ul>\n<figure data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fb1739f5-67b0-44d8-ad91-35bb500dc05e/CSFM3D.png\" data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" alt=\"\"></figure>\n<p><br></p>\n<h2>Verificação de secção </h2>\n<p>Após a análise linear, o utilizador pode executar uma verificação detalhada de secção utilizando a aplicação RCS, que seleciona automaticamente as secções mais utilizadas nos elementos analisados e procede à sua verificação.</p>\n<figure data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dbb35596-824d-42bc-9b77-7dcd0e4af5bf/section%20check.png\" data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" alt=\"\"></figure>\n<p><br></p>\n<p>Disponível nas edições <strong>Expert </strong>e <strong>Enhanced</strong>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Load effects",
"codename": "load_effects"
},
{
"name": "Reinforcement",
"codename": "reinforcement"
},
{
"name": "SLS",
"codename": "sls"
},
{
"name": "ULS",
"codename": "uls"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "RCS",
"codename": "rcs"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "concrete-member-beta"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"concrete-member-beta\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "true"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "index, follow",
"codename": "index__follow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Elemento de Betão BETA"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A versão 20.1 apresenta uma nova aplicação para o dimensionamento de betão - Concrete Member Beta. Modele, arme e efetue a verificação normativa de um elemento de betão crítico em minutos."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:20</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "concrete_member_beta",
"collection": "default",
"id": "c287df59-b3d5-48b8-a286-4c846ec12268",
"language": "pt-PT",
"lastModified": "2026-04-15T12:20:40.954499Z",
"name": "Concrete Member Beta",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Verificação de fadiga"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a4f1cd63-d2be-475c-89c7-25c28ec4c038/Fatigue%2020.0.png",
"height": 1161,
"width": 1920
},
{
"description": null,
"imageId": "32217524-e130-4912-b4f2-9e8e51c78d27",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/047ec2bb-9b80-4621-bab2-da7a74488205/Fatigue%2020.1%20Beta.png",
"height": 1162,
"width": 1920
},
{
"description": null,
"imageId": "0db3da6a-989b-4f6a-9b42-989b439d2b85",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/930ecc31-acf6-4caf-8e2d-d740f674b99b/Modulus%20of%20elasticity%20-%20fatigue%20check%20IDEA%20StatiCa.png",
"height": 617,
"width": 953
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Nas versões anteriores, ao avaliar o betão para fadiga, a tensão no betão era calculada com base no diagrama tensão-deformação parábola-retângulo. </p>\n<figure data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a4f1cd63-d2be-475c-89c7-25c28ec4c038/Fatigue%2020.0.png\" data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" alt=\"\"></figure>\n<p>De acordo com o Eurocódigo, a resistência à tração do betão deve ser ignorada e deve ser utilizada uma relação tensão-deformação linear para o betão sob compressão. Agora, para a verificação de fadiga, utilizamos os mesmos diagramas tensão-deformação que nas verificações SLS, ou seja, um diagrama tensão-deformação linear ilimitado.</p>\n<figure data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/047ec2bb-9b80-4621-bab2-da7a74488205/Fatigue%2020.1%20Beta.png\" data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" alt=\"\"></figure>\n<p>Para o betão em compressão, é utilizado o valor médio do módulo de elasticidade de Young E<sub>cm </sub>.</p>\n<figure data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/930ecc31-acf6-4caf-8e2d-d740f674b99b/Modulus%20of%20elasticity%20-%20fatigue%20check%20IDEA%20StatiCa.png\" data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" alt=\"\"></figure>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"how_to_turn_on_the_calculation_of_non_linear_creep",
"jak_se_zohlednuji_soucinitele_rinf_a_rsup_pro_posu",
"general_description_of_uls_results_in_rcs_applicat",
"general_description_of_sls_results_in_rcs_applicat"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Fluência não linear na aplicação Beam"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "How to turn on the calculation of non-linear creep.png",
"description": null,
"type": "image/png",
"size": 88510,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8d64fd58-3764-43ae-a328-a5ab336fb183/How%20to%20turn%20on%20the%20calculation%20of%20non-linear%20creep.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Tem dificuldades em cumprir a limitação de tensões na combinação quase-permanente ao dimensionar a sua viga no IDEA StatiCa Beam? Utilize o cálculo implementado de fluência não linear e não terá de se preocupar com a verificação normativa."
},
"content": {
"images": [
{
"description": null,
"imageId": "34a3efb7-b048-4153-8ca9-6e97c2dd9200",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/107ebf47-5293-4d55-b8e8-5ced28980afd/11_EN.png",
"height": 260,
"width": 665
}
],
"linkedItemCodenames": [
"take_idea_statica_24_0_for_a_test_drive_today"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Experimente hoje a versão mais recente do IDEA StatiCa"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": "Obtenha 14 dias de acesso completo, totalmente gratuito."
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Experimente o IDEA StatiCa gratuitamente"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page_role_navigation"
],
"linkedItems": [
"[Circular Reference]"
]
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 29.5.2026 12:15</li>\n <li>de-DE: Translated on 29.5.2026 12:53</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 29.5.2026 14:40</li>\n <li>fr-FR: Translated on 29.5.2026 13:30</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Translated on 29.5.2026 14:03</li>\n <li>ko-KR: Never translated</li>\n <li>nl-NL: Translated on 29.5.2026 15:18</li>\n <li>pl-PL: Never translated</li>\n <li>pt-PT: Translated on 29.5.2026 15:56</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
}
},
"system": {
"codename": "take_idea_statica_24_0_for_a_test_drive_today",
"collection": "default",
"id": "4df59366-38c9-48a4-afb4-e87ada401d1f",
"language": "pt-PT",
"lastModified": "2026-05-29T13:56:07.4805935Z",
"name": "Take the latest IDEA StatiCa for a test drive today",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>O cálculo da fluência não linear é ativado marcando a caixa de seleção \"Cálculo da fluência não linear\" nas Definições do menu <strong>Fases de construção</strong>.</p>\n<figure data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/107ebf47-5293-4d55-b8e8-5ced28980afd/11_EN.png\" data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" alt=\"\"></figure>\n<p>As verificações normativas quando a fluência não linear é considerada não requerem o limite de 45 % da resistência característica à compressão (<em>f</em><sub>ck</sub>) para a combinação quase-permanente e permitem realizar um dimensionamento económico. Ver EN 1992-1-1 art. 7.2 (3).</p>\n<p>A fluência não linear é calculada de acordo com a EN 1992-1-1 art. 3.1.4 (4).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"combining_pre_and_post_tensioned_tendons",
"jak_se_zohlednuji_soucinitele_rinf_a_rsup_pro_posu",
"general_description_of_uls_results_in_rcs_applicat",
"bim___design_and_code_check_of_beams_created_in_sc"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Como os coeficientes rinf e rsup são tidos em conta nas verificações SLS"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Rinf Rsup_00.png",
"description": null,
"type": "image/png",
"size": 154708,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/13f9c6e4-77da-4b71-979b-8a9c9708e4ad/Rinf%20Rsup_00.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Neste artigo irá aprender sobre os coeficientes rinf e rsup e como trabalhar com eles no software IDEA StatiCa."
},
"content": {
"images": [
{
"description": null,
"imageId": "b91d541b-f653-4e87-af5d-77164eb6543f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/eb0c3702-c267-4588-ab38-09b070afeb35/Rinf%20Rsup_03.png",
"height": 372,
"width": 703
},
{
"description": null,
"imageId": "067ee6e8-0449-47dc-8103-73a3ea27caa4",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3a6de7a3-e9b2-4a32-b68c-a55d1dd8b0f5/Rinf%20Rsup_04.png",
"height": 667,
"width": 847
},
{
"description": null,
"imageId": "9364513f-c31d-4cf0-be3a-46e635cb3faa",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cd6ac36b-e78e-4ecc-943e-33119ccbbb07/rsup%20rinf%20code.png",
"height": 737,
"width": 731
}
],
"linkedItemCodenames": [
"take_idea_statica_24_0_for_a_test_drive_today"
],
"linkedItems": [
"[Circular Reference]"
],
"links": [
{
"codename": "code_and_calculation_settings_in_rcs",
"linkId": "4c296380-45bb-40ec-ac2f-2ce0a0d47c84",
"urlSlug": "code-and-calculation-settings-in-rcs",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>As verificações SLS no IDEA StatiCa têm automaticamente em conta a influência dos coeficientes r<sub>inf</sub> e r<sub>sup</sub> definidos em EN 1992-1-1; 5.10.9 (1) para efeitos de pré-esforço. Por isso, não é necessário considerar estes efeitos nos fatores de combinação na aplicação Beam ou em software de terceiros utilizado para importação.</p>\n<p>Na figura seguinte, pode ver os resultados na aplicação RCS onde os efeitos do supremo e do ínfimo estão assinalados.</p>\n<figure data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/eb0c3702-c267-4588-ab38-09b070afeb35/Rinf%20Rsup_03.png\" data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" alt=\"\"></figure>\n<p>Então o que acontece se utilizarmos os coeficientes nas combinações? Vejamos.</p>\n<h2>Beam</h2>\n<p>O fator de combinação definido pelo utilizador para o caso de carga de pré-esforço na aplicação Beam é considerado apenas para os diagramas apresentados de esforços internos. O coeficiente não influenciará a tensão nos tendões nem os esforços internos que entram na verificação normativa (conforme mostrado acima).</p>\n<figure data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3a6de7a3-e9b2-4a32-b68c-a55d1dd8b0f5/Rinf%20Rsup_04.png\" data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" alt=\"\"></figure>\n<p>Por outras palavras, para efeitos de verificação normativa, os efeitos do pré-esforço são definidos pela área do tendão e pela sua tensão inicial. O fator de combinação para verificações normativas é sempre igual a um.</p>\n<h2>BIM - importação</h2>\n<p>Nas combinações do modelo global, os coeficientes dos casos de carga que contêm pré-esforço devem ser iguais a 1,0. Os coeficientes <em>r</em><em><sub>sup</sub></em> e <em>r</em><em><sub>inf</sub></em> serão aplicados conforme descrito acima.</p>\n<h2>Como influenciar o valor dos coeficientes?</h2>\n<p>Os coeficientes são definidos pela norma. Pode influenciar o valor alterando o anexo nacional ou modificando o valor nas definições de norma e cálculo na aplicação RCS. </p>\n<figure data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cd6ac36b-e78e-4ecc-943e-33119ccbbb07/rsup%20rinf%20code.png\" data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" alt=\"\"></figure>\n<ul>\n <li>Leia mais sobre as definições de norma em <a data-item-id=\"4c296380-45bb-40ec-ac2f-2ce0a0d47c84\" href=\"\"><strong>Definições de norma e cálculo no RCS</strong></a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"combining_pre_and_post_tensioned_tendons",
"general_description_of_sls_results_in_rcs_applicat",
"bim___design_and_code_check_of_beams_created_in_sc",
"how_to_turn_on_the_calculation_of_non_linear_creep"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "SLS resultados em RCS - Limitação de Tensões, Largura de Fendas, Pormenorização"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "sls_results_intro.png",
"description": null,
"type": "image/png",
"size": 149319,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bcee7eb8-762b-458e-bee9-d3c73cd09e93/sls_results_intro.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Este artigo é dedicado a descrever a utilização prática dos resultados SLS. Aprenderá a ler corretamente os resultados e a trabalhar com eles."
},
"content": {
"images": [
{
"description": null,
"imageId": "8b8a40c7-ad5e-4088-aa38-1615c9559c1c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/da6079fd-4c24-428a-b8df-b9d8331fb0f0/rcb_05_03_01.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "a0ff777a-fec0-4165-8f83-d3f70869cb80",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1f542c41-10ca-4661-b12e-b3f6b8ebebf6/rcb_050302.png",
"height": 281,
"width": 1900
},
{
"description": null,
"imageId": "33728ffb-b234-4560-aac0-b5b4a475e8d2",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/77d90fc7-bc8e-4bec-a13d-2683df29426f/rcb_050303.png",
"height": 309,
"width": 1900
},
{
"description": null,
"imageId": "f6d89cc7-2655-4481-9694-2e4c14171cde",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d32e0630-8ffc-4e4f-b9d9-7546acb55672/rcb_050304.png",
"height": 1200,
"width": 1900
},
{
"description": null,
"imageId": "64772e5a-aac8-421b-ba6c-f7a363681409",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d3e1e0eb-519c-443d-a338-bd52bd9fbd82/rcb_050305.png",
"height": 1200,
"width": 1900
},
{
"description": null,
"imageId": "8d4b3031-c81b-49b6-8d6d-2c4b219daef5",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/db9228cf-066d-4924-91bc-15a984a177d5/rcb_050307.png",
"height": 1200,
"width": 1900
},
{
"description": null,
"imageId": "d5020bf7-1c0f-4299-875e-f39c3aa7666f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a67cf91d-0968-43b2-b875-dd2aa3360b37/rcb_050308.png",
"height": 1200,
"width": 1900
},
{
"description": null,
"imageId": "a301b9df-d0db-44fa-b268-a014b56863a0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bdcb5153-0845-4965-a975-0cb9233994d5/rcb_050309.png",
"height": 1200,
"width": 1900
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "theoretical_background___calculation_assumptions_f",
"linkId": "6fcefe69-5439-4ac1-af76-f388fab9b968",
"urlSlug": "calculation-assumptions-for-sls",
"type": "support_center_article"
},
{
"codename": "theoretical_background___stress_limitation_check__",
"linkId": "27c146c7-45d0-47d3-b354-a8e4059db365",
"urlSlug": "stress-limitation-check",
"type": "support_center_article"
},
{
"codename": "design_member_for_the_reinforced_concrete_in_the_r",
"linkId": "953a0c24-4990-44c2-8f09-492e6a115342",
"urlSlug": "design-member-for-the-reinforced-concrete-in-the-rcs-application",
"type": "support_center_article"
},
{
"codename": "theoretical_background___cracks__rcs_1d_",
"linkId": "5b51a310-2eed-4d41-aea8-3b1a41713f43",
"urlSlug": "cracks",
"type": "support_center_article"
},
{
"codename": "rn_21_1___crack_width_check_of_cross_sections_with",
"linkId": "754996ca-bca4-4953-aac7-de7b6aa4598a",
"urlSlug": "crack-width-check-of-cross-sections-with-a-large-concrete-cover",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Existem quatro separadores dedicados aos resultados SLS na aplicação.</p>\n<ul>\n <li><strong>Resultados globais</strong></li>\n <li><strong>Limitação de Tensões</strong></li>\n <li><strong>Largura de Fendas</strong></li>\n <li><strong>Pormenorização</strong></li>\n</ul>\n<p>No primeiro separador, pode encontrar uma breve visão geral dos Resultados globais. Verá apenas os resultados da análise selecionada através do controlo de cálculo. </p>\n<figure data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/da6079fd-4c24-428a-b8df-b9d8331fb0f0/rcb_05_03_01.png\" data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" alt=\"\"></figure>\n<p>Os restantes separadores são dedicados às verificações individuais. Mas antes de os analisar, é necessário compreender as hipóteses de cálculo. Por favor, consulte o artigo: <a data-item-id=\"6fcefe69-5439-4ac1-af76-f388fab9b968\" href=\"\">Hipóteses de Cálculo para SLS</a>. Com este conhecimento, podemos então continuar e analisar os resultados individuais passo a passo.</p>\n<h2>Limitação de Tensões</h2>\n<p>Em primeiro lugar, existe a Verificação da Limitação de Tensões. Este cálculo fornece uma comparação da tensão calculada com os valores limite de acordo com o Eurocódigo. A forma como os valores específicos são obtidos e os casos básicos (em termos de limite de tensão) que são resolvidos podem ser encontrados no artigo: <a data-item-id=\"27c146c7-45d0-47d3-b354-a8e4059db365\" href=\"\">Verificação da Limitação de Tensões</a>. </p>\n<p>Exploraremos como trabalhar com os resultados e como eventualmente influenciá-los, assim que tivermos uma ideia do esquema e das opções de visualização. </p>\n<h4>Esquema</h4>\n<p>Consulte a Barra de Ferramentas Superior; a parte Definições é dedicada aos Dados de Código e Projeto. É a mesma para todas as etapas do fluxo de trabalho. </p>\n<p>As partes seguintes já são diferentes. Observe a figura abaixo, onde estão assinaladas as opções para ajustar a apresentação gráfica dos resultados:</p>\n<figure data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1f542c41-10ca-4661-b12e-b3f6b8ebebf6/rcb_050302.png\" data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" alt=\"\"></figure>\n<p>Descrição das opções:</p>\n<ol>\n <li>Opção para alternar entre a vista 2D e 3D. Para a vista 2D, podemos decidir se queremos ver uma secção transversal rodada ou o resultado no interior/exterior da secção transversal. </li>\n <li>O separador é utilizado para ativar/desativar o diagrama de deformações para a secção de betão e armadura e os seus ajustes de dimensão.</li>\n <li>O separador é utilizado para ativar/desativar o diagrama de tensões para a secção de betão e armadura e os seus ajustes de dimensão.</li>\n <li>A opção para apresentar os valores extremos dos diagramas, todos ou nenhum.</li>\n <li>De seguida, podemos modificar o preenchimento do diagrama.</li>\n <li>Os dois botões seguintes permitem ativar/desativar as linhas de cota.</li>\n <li>A última parte é dedicada à secção transversal. Temos a opção de apresentar os números das barras e das fibras e modificar a sua posição. Podemos também apresentar a barra e fibra extremas.</li>\n</ol>\n<h4>Cálculo</h4>\n<p>Os restantes botões da barra de ferramentas superior estão relacionados com o cálculo propriamente dito.</p>\n<figure data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/77d90fc7-bc8e-4bec-a13d-2683df29426f/rcb_050303.png\" data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" alt=\"\"></figure>\n<p>Para a limitação de tensões, temos 4 verificações normativas, conforme mencionado no início do capítulo. As duas primeiras verificações, de acordo com 7.2 (2) e 7.2 (3), são realizadas para ambos os casos: com ou sem a influência dos efeitos de longa duração (reologia do betão). </p>\n<p>Para os efeitos de curta duração, é utilizado o módulo de elasticidade <em>E</em><em><sub>cm</sub></em>. </p>\n<p>Para os efeitos de longa duração, é utilizado o módulo de elasticidade efetivo <em>E</em><em><sub>c,eff</sub></em><em> = E</em><em><sub>cm</sub></em><em>/(1+φ)</em>. Onde <em>φ</em> é o coeficiente de fluência.</p>\n<figure data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d32e0630-8ffc-4e4f-b9d9-7546acb55672/rcb_050304.png\" data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" alt=\"\"></figure>\n<p>Os efeitos de longa duração estão assim incluídos na fluência.</p>\n<figure data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d3e1e0eb-519c-443d-a338-bd52bd9fbd82/rcb_050305.png\" data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" alt=\"\"></figure>\n<p>O coeficiente de fluência pode ser calculado pelo software (opção predefinida) ou pode ser definido manualmente em <a data-item-id=\"953a0c24-4990-44c2-8f09-492e6a115342\" href=\"\">Elemento de Cálculo</a>. Tenha em atenção que no RCS é utilizado o cálculo linear para o coeficiente de fluência.</p>\n<p>A verificação normativa é realizada através da comparação da tensão calculada no betão e na armadura com os valores limite de acordo com a EN 1992-1-1 7.2. </p>\n<h4>Dica para utilizadores avançados</h4>\n<p>Existe uma opção para influenciar os resultados quando o limite é excedido para 7.2 (3). É permitido considerar um valor mais elevado do fator k<sub>2</sub> quando se considera o cálculo não linear do coeficiente de fluência. </p>\n<p>Pode alterar o valor de k<sub>2</sub> nas definições de código:</p>\n<figure data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/db9228cf-066d-4924-91bc-15a984a177d5/rcb_050307.png\" data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" alt=\"\"></figure>\n<p>Mas lembre-se que é necessário determinar o coeficiente de fluência com maior precisão.</p>\n<p>Resumamos as opções disponíveis:</p>\n<ul>\n <li>O coeficiente de fluência é calculado pelo software utilizando o cálculo linear. Neste caso, deve ser utilizado o fator k<sub>2</sub> = 0,45 (definido por defeito). </li>\n <li>O coeficiente de fluência é definido como entrada do utilizador. Ao considerar a fluência não linear, podemos aumentar o fator para k<sub>2</sub> = 0,6.</li>\n</ul>\n<h2>Largura de Fendas</h2>\n<p>Se a tensão no betão for superior à resistência à tração do betão, a secção é considerada como fendilhada. A verificação normativa seguinte do SLS é a largura de fendas.</p>\n<p>Consulte o artigo <a data-item-id=\"5b51a310-2eed-4d41-aea8-3b1a41713f43\" href=\"\">Fundamentos teóricos - Fendas</a> para a teoria, hipóteses e a forma como o cálculo da largura de fendas está implementado no RCS. </p>\n<p>Para uma compreensão completa, recomenda-se também a leitura do seguinte artigo: <a data-item-id=\"754996ca-bca4-4953-aac7-de7b6aa4598a\" href=\"\">Verificação da largura de fendas em secções transversais com grande cobrimento de betão</a>.</p>\n<p>A verificação normativa da largura de fendas é realizada através da comparação da largura calculada w<sub>k</sub> com a largura w<sub>lim</sub> de acordo com 7.3.1 (5). </p>\n<p>Os limites implementados podem ser encontrados nas definições de código. </p>\n<figure data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a67cf91d-0968-43b2-b875-dd2aa3360b37/rcb_050308.png\" data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" alt=\"\"></figure>\n<h2>Pormenorização</h2>\n<p>A pormenorização é a última verificação normativa das verificações SLS.</p>\n<p>As forças internas para as quais a verificação é realizada estão listadas no início da tabela.</p>\n<p>Seguem-se as condições da verificação. Todas são retiradas do Eurocódigo. A referência ao artigo específico é sempre indicada junto ao título.</p>\n<p>A seguir, são apresentadas informações sobre os valores utilizados no cálculo com base nos dados de entrada.</p>\n<figure data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bdcb5153-0845-4965-a975-0cb9233994d5/rcb_050309.png\" data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" alt=\"\"></figure>\n<h4>Dica para utilizadores avançados</h4>\n<p>Pode acontecer que, para acelerar o dimensionamento, introduzamos no RCS o esquema simplificado da armadura. Neste caso, recomendamos desativar a Pormenorização no Controlo de Cálculo e verificá-la manualmente de acordo com desenhos mais detalhados.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"general_description_of_uls_results_in_rcs_applicat",
"reinforcement_in_rcs_application",
"how_to_fill_in_the_table_of_internal_forces_in_rcs",
"rcs___action_stages"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Resultados ULS em RCS - Capacidade N-M-M, Corte, Torção, Interação, Resposta N-M-M"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "RC-B_06_01_KBA.png",
"description": null,
"type": "image/png",
"size": 91833,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/287ee622-6888-45a1-ac4b-00d23274edb6/RC-B_06_01_KBA.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Este artigo é dedicado à descrição do uso prático dos resultados ULS. Aprenderá a ler e trabalhar corretamente com os resultados."
},
"content": {
"images": [
{
"description": null,
"imageId": "82776974-6cef-4d9f-be99-eff926a2db1a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f76b5dbd-bb24-49d3-bb63-5048434a9fdd/RC-B_06_13.png",
"height": 1152,
"width": 1919
},
{
"description": null,
"imageId": "8d74aef7-49c2-48aa-8541-ee7b7edf4b47",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f71d514f-396b-4f7d-945e-e169d695f8de/RC-B_06_14.png",
"height": 1122,
"width": 1920
},
{
"description": null,
"imageId": "585e7199-f633-484b-848b-240ad3fc5b82",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3b125f5b-ecf1-4694-a464-fd1fbc5efac8/RC-B_06_15.png",
"height": 578,
"width": 699
},
{
"description": null,
"imageId": "ab27f060-081b-4cf3-8303-26d57322e1ec",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/645ea1b5-5d5a-4f25-8854-9a354d50549e/RC-B_06_16.png",
"height": 528,
"width": 1060
},
{
"description": null,
"imageId": "03bac79f-b627-4add-83e4-1f9f3e215d1f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/00b9e293-5541-4648-a2fb-eea67c94a21c/RC-B_06_17.png",
"height": 559,
"width": 989
},
{
"description": null,
"imageId": "f205a0b0-e1c9-48f4-b6dc-43c284d1660c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/72f58eef-689f-4538-88a7-2d6d67cdb827/RC-B_06_18.png",
"height": 1124,
"width": 1920
},
{
"description": null,
"imageId": "303a896d-a3e8-460f-af0b-f97a3c0f20e9",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7e1b15ea-8e42-4245-853f-89af44ef9752/RC-B_06_19.png",
"height": 1152,
"width": 1920
},
{
"description": null,
"imageId": "3a0f2815-204e-4763-9aa7-1e96dd08b6f7",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e385fbfc-4c5d-45ec-a5b2-d1db90b2652e/RC-B_06_20.png",
"height": 1123,
"width": 1920
},
{
"description": null,
"imageId": "92f75867-bd21-402b-accf-37ad06c8ec53",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2f641c22-813c-4c3a-ba44-3e6c9c5859cd/RC-B_06_21.png",
"height": 966,
"width": 1650
},
{
"description": null,
"imageId": "eff167ad-ad28-4bd1-b3b6-d83c43efc83f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e1e8b01d-c1cd-4cfc-bed1-f7170844acc9/RC-B_06_22.png",
"height": 1124,
"width": 1919
},
{
"description": null,
"imageId": "23e28d0b-1d85-4dba-b922-0d73373a0469",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d209c3e4-6257-44c7-b948-a99c4be4ad43/RC-B_06_23.png",
"height": 926,
"width": 1919
},
{
"description": null,
"imageId": "f2e5585a-4978-4ec9-9761-1528048bebf2",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1ef86159-2d5b-4d31-888c-2d1ba36aee30/RC-B_06_24.png",
"height": 1126,
"width": 1919
},
{
"description": null,
"imageId": "c0ab7116-0afc-419f-a2db-36b56104b85b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b08ea329-0fbb-4e64-ae4a-f5f6e63ce810/RC-B_06_25.png",
"height": 1003,
"width": 1920
},
{
"description": null,
"imageId": "28f9456c-35b7-4a6b-b0e3-50c359134105",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1027c071-381e-42db-b817-dc98e7a61394/RC-B_06_26.png",
"height": 600,
"width": 749
},
{
"description": null,
"imageId": "a94ae749-3f49-4ec6-9cc7-86bf7293afc0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/68271571-4736-44cf-a975-0dd0667c75b4/RC-B_06_27.png",
"height": 1123,
"width": 1918
},
{
"description": null,
"imageId": "f28107d1-1db9-4d8b-bcff-a7264b14f7ca",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/78d7ee2e-4f85-4e97-9a7f-bc8474c6dc07/RC-B_06_30.png",
"height": 1123,
"width": 1920
},
{
"description": null,
"imageId": "c90ca42a-794d-46e4-b3c5-c48f99130824",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cda2413a-36ac-4e5a-846a-0ad673e0fa6f/RC-B_06_31.png",
"height": 749,
"width": 1773
},
{
"description": null,
"imageId": "d4f9f758-aa7d-44ac-a59a-06d159d657d1",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/edadacea-aa94-4c88-9043-7a7550e781dc/RC-B_06_32.png",
"height": 643,
"width": 1198
},
{
"description": null,
"imageId": "7072c791-55a4-481c-a885-b3af83e623e4",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c743d7b7-7ff7-4495-8e0e-6da2391cc06b/RC-B_06_33.png",
"height": 145,
"width": 1524
},
{
"description": null,
"imageId": "6de19521-3ac8-4311-8d24-2d8fee7c1ee3",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/54c0b813-e8de-4163-9107-bc14609a9d9f/RC-B_06_34.png",
"height": 679,
"width": 1177
},
{
"description": null,
"imageId": "2245bebb-6e76-4ef2-9d60-8b0eae001a33",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ba9eb04f-df21-45ba-ad5c-bcafeb46e5ca/RC-B_06_35.png",
"height": 647,
"width": 594
},
{
"description": null,
"imageId": "8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/803f3516-d85b-4c1e-836e-ad258c0d8bed/RC-B_06_36.png",
"height": 900,
"width": 962
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "theoretical_background___bending__rcs_1d__fa1ccbb",
"linkId": "fa1ccbb4-2aaf-4470-872c-01deea75f006",
"urlSlug": "bending",
"type": "support_center_article"
},
{
"codename": "how_to_set_the_lever_arm_properly_",
"linkId": "20140238-707b-59c0-86f2-a824eaf6787a",
"urlSlug": "how-to-set-the-lever-arm-properly",
"type": "support_center_article"
},
{
"codename": "theoretical_background___ultimate_limit_state___in",
"linkId": "a42a6426-b702-4eba-b703-d55b11365bad",
"urlSlug": "shear",
"type": "support_center_article"
},
{
"codename": "shear_in_rcs___circular_cross_sections",
"linkId": "6f90f137-b429-4f05-8c59-2f834c651a95",
"urlSlug": "shear-in-rcs-circular-cross-sections",
"type": "support_center_article"
},
{
"codename": "theoretical_background___torsion__rcs_1d_",
"linkId": "0f49a9be-8632-4dc8-ad0d-c692a14ab752",
"urlSlug": "torsion",
"type": "support_center_article"
},
{
"codename": "theoretical_background___interaction__rcs_1d_",
"linkId": "1dd237d8-efd5-4460-9bb9-b72a65dbef5d",
"urlSlug": "interaction",
"type": "support_center_article"
},
{
"codename": "rcs___interaction_code_check_improvements",
"linkId": "808008d4-d25a-403f-a4cd-ed61e1c71203",
"urlSlug": "interaction-code-check-advancements-in-rcs",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Existem cinco separadores para os resultados ULS na aplicação.</p>\n<ul>\n <li><strong>Capacidade N-M-M</strong></li>\n <li><strong>Corte</strong></li>\n <li><strong>Torção</strong></li>\n <li><strong>Interação</strong></li>\n <li><strong>Resposta N-M-M</strong></li>\n</ul>\n<p>Antes de os percorrer, vejamos o Resultado Global onde pode encontrar todos os resultados selecionados (através do controlo de cálculo) com as forças internas correspondentes.</p>\n<figure data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f76b5dbd-bb24-49d3-bb63-5048434a9fdd/RC-B_06_13.png\" data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" alt=\"\"></figure>\n<h2>Capacidade N-M-M</h2>\n<p>O primeiro separador é a verificação normativa de Capacidade N-M-M. Este tipo de cálculo fornece uma verificação da interação entre a força normal e os momentos fletores. Se quiser conhecer a teoria subjacente, leia este artigo: <a data-item-id=\"fa1ccbb4-2aaf-4470-872c-01deea75f006\" href=\"\"><strong>Flexão</strong></a>.</p>\n<p>Como foi referido na introdução, o artigo está focado na utilização prática. Vejamos então as formas de apresentar este tipo de resultado. Abaixo estão listadas três definições de visualização que podem ser combinadas entre si.</p>\n<ul>\n <li><strong>Tipo de diagrama</strong>\n <ul>\n <li>Secções de interação </li>\n <li>Excentricidade ULS</li>\n </ul>\n </li>\n <li><strong>Tipo de resultados</strong>\n <ul>\n <li>para Extremo</li>\n <li>para Secção</li>\n </ul>\n </li>\n <li><strong>Avaliação do diagrama de interação</strong>\n <ul>\n <li>NuMuMu</li>\n <li>NuMM</li>\n <li>NMuMu</li>\n </ul>\n </li>\n</ul>\n<figure data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f71d514f-396b-4f7d-945e-e169d695f8de/RC-B_06_14.png\" data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" alt=\"\"></figure>\n<p>Vejamos as opções de combinação das definições de visualização.</p>\n<h3>Secções de interação + Extremo</h3>\n<p>Em primeiro lugar, começamos com as <strong>Secções de interação</strong> apresentadas para o <strong>extremo atual</strong>. Na barra de ferramentas Secção da superfície de interação, pode apresentar quatro secções de uma superfície de interação. </p>\n<ul>\n <li>My - Mz -> superfície horizontal</li>\n <li>N - M resultante -> de acordo com a relação atual entre My e Mz</li>\n <li>N - My -> superfície vertical no eixo y</li>\n <li>N - Mz -> superfície vertical no eixo z</li>\n</ul>\n<figure data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3b125f5b-ecf1-4694-a464-fd1fbc5efac8/RC-B_06_15.png\" data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" alt=\"\"></figure>\n<figure data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/645ea1b5-5d5a-4f25-8854-9a354d50549e/RC-B_06_16.png\" data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" alt=\"\"></figure>\n<p>Pode também decidir se pretende ver as cargas ou o ponto último no diagrama. Pode ser alterado na barra de ferramentas superior na barra de ferramentas Desenhar pontos.</p>\n<p>Na barra de ferramentas Grelha de secções da superfície de interação, pode ajustar a grelha dos diagramas de interação.</p>\n<p>Os diagramas de interação também podem ser exportados para ficheiro de texto ou para folha de cálculo. Para o fazer, utilize as ferramentas na barra de ferramentas Exportação do diagrama de interação.</p>\n<h4>Avaliação do diagrama de interação</h4>\n<p>Existem três métodos para avaliar o diagrama de interação. </p>\n<figure data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/00b9e293-5541-4648-a2fb-eea67c94a21c/RC-B_06_17.png\" data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" alt=\"\"></figure>\n<p><strong>NuMuMu</strong> - a resistência da secção transversal é determinada assumindo uma variação proporcional de todas as componentes das forças internas atuantes.</p>\n<p><strong>NuMM</strong> -<strong> </strong>a resistência da secção transversal é determinada assumindo momentos fletores constantes.</p>\n<p><strong>NMuMu</strong> - a resistência da secção transversal é determinada assumindo força normal constante.</p>\n<h3>Secções de interação + Secção</h3>\n<p>Em segundo lugar, podemos apresentar as Secções de interação para mais extremos. Para o fazer, basta alterar o Tipo de resultados na barra de ferramentas superior. Verá então todos os extremos desenhados numa (ou mais) secção de interação. Se as secções de interação diferirem para extremos individuais, pode fazer com que o programa as apresente com cores diferentes. Pode ser feito na barra de ferramentas superior na barra de ferramentas Definições de cor. Pode também limitar o número de diagramas apresentados na barra de ferramentas Definições de desenho.</p>\n<figure data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/72f58eef-689f-4538-88a7-2d6d67cdb827/RC-B_06_18.png\" data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" alt=\"\"></figure>\n<h3>Excentricidade ULS</h3>\n<p>Por fim, pode apresentar o diagrama de excentricidade da força normal em função das forças normais. Pode ser novamente apresentado para Extremo ou para Secção. </p>\n<figure data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7e1b15ea-8e42-4245-853f-89af44ef9752/RC-B_06_19.png\" data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" alt=\"\"></figure>\n<h2>Corte</h2>\n<p>O segundo separador para verificações normativas ULS é o Corte. Todos os cálculos são efetuados de acordo com o artigo 6.2 da EN 1992-1-1. Pode controlar o ângulo theta na barra de ferramentas superior. Este ângulo governa a inclinação entre as escoras comprimidas de betão e o eixo da viga perpendicular à força de corte. Ou pode utilizar a função de otimização da escora, que pode encontrar automaticamente o ângulo mais eficaz. </p>\n<figure data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e385fbfc-4c5d-45ec-a5b2-d1db90b2652e/RC-B_06_20.png\" data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" alt=\"\"></figure>\n<p>Pode naturalmente calcular a capacidade de corte para ambas as direções, mas deve ter em conta o ângulo entre o gradiente no plano do plano de deformação e as forças de corte resultantes. O programa pode calcular automaticamente a altura útil da secção transversal <em>d</em>, o braço do binário interno <em>z</em> e a largura efetiva <em>b</em><em><sub>w</sub></em>, mas se o ângulo exceder 20 graus, os valores da altura útil e do braço do binário e, consequentemente, a resistência ao corte podem ser afetados. Por isso, recomenda-se que estes valores sejam definidos manualmente no Editor de armadura -> Definições do utilizador -> Secção transversal.</p>\n<figure data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2f641c22-813c-4c3a-ba44-3e6c9c5859cd/RC-B_06_21.png\" data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" alt=\"\"></figure>\n<ul>\n <li>Leia o seguinte artigo para saber - <a data-item-id=\"20140238-707b-59c0-86f2-a824eaf6787a\" href=\"\"><strong>Como definir corretamente o braço do binário</strong></a></li>\n</ul>\n<p>Se quiser saber o que está por detrás, leia o seguinte artigo: <a data-item-id=\"a42a6426-b702-4eba-b703-d55b11365bad\" href=\"\"><strong>Corte</strong></a>. No capítulo <strong>Braço do binário das forças internas</strong>, pode encontrar uma explicação sobre por que razão definir manualmente os valores da altura útil e do braço do binário.</p>\n<p>Outro tema importante é a avaliação do corte em secções circulares. Leia o seguinte artigo para saber como o IDEA StatiCa RCS pode resolver este problema - <a data-item-id=\"6f90f137-b429-4f05-8c59-2f834c651a95\" href=\"\"><strong>Corte em RCS - secções transversais circulares</strong></a></p>\n<h2>Torção</h2>\n<p>O separador seguinte para verificações normativas ULS é a Torção. Todos os cálculos são efetuados de acordo com o artigo 6.3 da EN 1992-1-1. O ângulo theta é naturalmente partilhado com a verificação de corte e pode ser definido na barra de ferramentas superior, tal como na verificação de corte. </p>\n<figure data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e1e8b01d-c1cd-4cfc-bed1-f7170844acc9/RC-B_06_22.png\" data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" alt=\"\"></figure>\n<p>A secção equivalente de parede fina pode ser criada automaticamente com base no estribo selecionado. Se a situação for simples como na figura seguinte, não há problema.</p>\n<figure data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d209c3e4-6257-44c7-b948-a99c4be4ad43/RC-B_06_23.png\" data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" alt=\"\"></figure>\n<p>Mas no caso de secções transversais complexas, como vigas caixão de pontes ou formas gerais, onde são normalmente definidos múltiplos estribos para a torção, a criação automática da secção equivalente de parede fina não é suficiente. Nesse caso, vá ao Editor de armadura -> Definições do utilizador -> Torção e efetue a introdução manual.</p>\n<figure data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1ef86159-2d5b-4d31-888c-2d1ba36aee30/RC-B_06_24.png\" data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" alt=\"\"></figure>\n<p>A teoria subjacente ao cálculo da torção é novamente descrita no seguinte artigo: <a data-item-id=\"0f49a9be-8632-4dc8-ad0d-c692a14ab752\" href=\"\"><strong>Torção</strong></a>.</p>\n<h2>Interação</h2>\n<p>A interação entre a força de corte e a torção pode ser calculada, bem como a interação entre corte, torção e flexão. Pode verificar o betão, a armadura de corte e a armadura longitudinal. Toda a teoria sobre interação é descrita no seguinte artigo: <a data-item-id=\"1dd237d8-efd5-4460-9bb9-b72a65dbef5d\" href=\"\"><strong>Interação</strong></a></p>\n<figure data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b08ea329-0fbb-4e64-ae4a-f5f6e63ce810/RC-B_06_25.png\" data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" alt=\"\"></figure>\n<p>Mas a questão é: é sempre necessário verificar a interação entre todas as forças (V+T+M)? Se não, onde devo verificar o quê?</p>\n<p>Tem de verificar a capacidade N-M-M em todo o lado, naturalmente. Mas e quanto ao corte? Siga o artigo 6.2.3 (5) da EN 1992-1-1, onde pode ler que não tem de utilizar sempre o valor total da força de corte para verificar a armadura de corte.</p>\n<p>Para a armadura longitudinal acima do apoio, a interação completa também não é sempre necessária. Para saber mais, leia o artigo 6.2.3 (7) da EN 1992-1-1. Para excluir a força de tração adicional na armadura longitudinal devida ao corte, vá ao Navegador -> Elemento de cálculo e ative a Verificação de interação limitada.</p>\n<figure data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1027c071-381e-42db-b817-dc98e7a61394/RC-B_06_26.png\" data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" alt=\"\"></figure>\n<p>Depois disso, ainda tem de escolher a combinação para a verificação de interação limitada. Pode ser feito no Navegador -> Forças internas.</p>\n<figure data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/68271571-4736-44cf-a975-0dd0667c75b4/RC-B_06_27.png\" data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" alt=\"\"></figure>\n<p>Leia o seguinte artigo onde pode encontrar como <strong>a força longitudinal causada pelo corte e pela torção é aplicada à secção transversal</strong>.</p>\n<ul>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\"><strong>Melhorias na verificação normativa de interação </strong></a></li>\n</ul>\n<h2>Resposta N-M-M</h2>\n<p>Este tipo de cálculo permite encontrar a resposta da secção transversal quando a carga é aplicada. Os resultados (tensão e deformação) são então comparados com os limites determinados pelo método da deformação última limite.</p>\n<figure data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/78d7ee2e-4f85-4e97-9a7f-bc8474c6dc07/RC-B_06_30.png\" data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" alt=\"\"></figure>\n<p>Existem quatro opções diferentes para apresentar os resultados. Note que são as mesmas para a Interação.</p>\n<ul>\n <li>2D</li>\n <li>3D</li>\n <li>Forças 3D</li>\n <li>Diagrama</li>\n</ul>\n<p>Pode alternar entre elas na barra de ferramentas superior. Na figura anterior, foi mostrada a opção de visualização 2D. Se a opção estiver selecionada, pode apresentar uma secção transversal rodada ou resultados rodados. </p>\n<figure data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cda2413a-36ac-4e5a-846a-0ad673e0fa6f/RC-B_06_31.png\" data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" alt=\"\"></figure>\n<p>Na figura, os resultados estavam fora da secção transversal. Se necessário, os resultados também podem ser mostrados dentro da secção.</p>\n<figure data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/edadacea-aa94-4c88-9043-7a7550e781dc/RC-B_06_32.png\" data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" alt=\"\"></figure>\n<p>Para a vista 2D, pode ativar/desativar a deformação e a tensão no betão e na armadura, ajustar as etiquetas, modificar o gráfico de resultados, adicionar linhas de cota e números de varões, e apresentar a fibra extrema ou o varão extremo. Todas estas definições de visualização estão disponíveis na barra de ferramentas superior nas diferentes barras de ferramentas.</p>\n<figure data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c743d7b7-7ff7-4495-8e0e-6da2391cc06b/RC-B_06_33.png\" data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" alt=\"\"></figure>\n<p>A vista 3D é mostrada abaixo. Pode ajudá-lo a compreender os resultados da secção transversal afetada por ambos os momentos fletores <em>M</em><em><sub>y</sub></em> e <em>M</em><em><sub>z</sub></em>.</p>\n<figure data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/54c0b813-e8de-4163-9107-bc14609a9d9f/RC-B_06_34.png\" data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" alt=\"\"></figure>\n<p>Na vista de forças 3D, pode apresentar as forças resultantes para o betão em compressão e a armadura sob tração, bem como sob compressão. A força normal na excentricidade também é mostrada.</p>\n<figure data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ba9eb04f-df21-45ba-ad5c-bcafeb46e5ca/RC-B_06_35.png\" data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" alt=\"\"></figure>\n<p>O último tipo de vista é o Diagrama. Aqui pode apresentar o diagrama tensão-deformação para cada varão de armadura e para cada fibra no betão.</p>\n<figure data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/803f3516-d85b-4c1e-836e-ad258c0d8bed/RC-B_06_36.png\" data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" alt=\"\"></figure>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"general_description_of_sls_results_in_rcs_applicat",
"bim___design_and_code_check_of_beams_created_in_sc",
"code_and_calculation_settings_in_rcs"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "ULS",
"codename": "uls"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 8950
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "uls-results-in-rcs-capacity-n-m-m-shear-torsion-interaction-response-n-m-m"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"uls-results-in-rcs-capacity-n-m-m-shear-torsion-interaction-response-n-m-m\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:30</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "general_description_of_uls_results_in_rcs_applicat",
"collection": "default",
"id": "c8bad084-6363-4e07-87ac-c53a30fc1983",
"language": "pt-PT",
"lastModified": "2026-04-15T12:30:38.0186936Z",
"name": "ULS results in RCS - Capacity N-M-M, Shear, Torsion, Interaction, Response N-M-M",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "SLS",
"codename": "sls"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9250
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "sls-results-in-rcs-stress-limitation-crack-width-detailing"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"general-description-of-uls-results-in-rcs-application\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:31</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "general_description_of_sls_results_in_rcs_applicat",
"collection": "default",
"id": "a5b6ffee-ed99-494c-87db-57bb09f4170b",
"language": "pt-PT",
"lastModified": "2026-04-15T12:31:40.4730672Z",
"name": "SLS results in RCS - Stress Limitation, Crack Width, Detailing",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "how-the-rinf-and-rsup-coefficients-are-taken-into-account-for-sls-checks"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"how-the-rinf-and-rsup-coefficients-are-taken-into-account-for-sls-checks\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Como os coeficientes rinf e rsup são tidos em conta nas verificações SLS"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Neste artigo irá aprender sobre os coeficientes rinf e rsup e como trabalhar com eles no software IDEA StatiCa."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:42</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "jak_se_zohlednuji_soucinitele_rinf_a_rsup_pro_posu",
"collection": "default",
"id": "a55a509f-dd03-42d3-b519-e233b2f9728c",
"language": "pt-PT",
"lastModified": "2026-04-15T11:42:51.837404Z",
"name": "How the rinf and rsup coefficients are taken into account for SLS checks",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Prestressing losses",
"codename": "prestressing_losses"
},
{
"name": "Reinforcement",
"codename": "reinforcement"
},
{
"name": "ULS",
"codename": "uls"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "non-linear-creep-in-beam-application"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"non-linear-creep-in-beam-application\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Fluência não linear na aplicação Beam"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Tem dificuldades em cumprir a limitação de tensões na combinação quase-permanente ao dimensionar a sua viga no IDEA StatiCa Beam? Utilize o cálculo implementado de fluência não linear e não terá de se preocupar com a verificação normativa."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:26</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "how_to_turn_on_the_calculation_of_non_linear_creep",
"collection": "default",
"id": "a838d34f-3995-57ec-a163-a412de1f63e8",
"language": "pt-PT",
"lastModified": "2026-04-15T10:26:48.4010933Z",
"name": "Non-linear creep in Beam application",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
"[Circular Reference]",
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "Fatigue",
"codename": "fatigue"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "fatigue-check"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"fatigue-check\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "true"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "index, follow",
"codename": "index__follow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Verificação de fadiga"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Agora, para a verificação de fadiga, utilizamos os mesmos diagramas tensão-deformação que nas verificações SLS."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:20</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "improvement_in_concrete_design___fatigue_check",
"collection": "default",
"id": "5bc035cd-2680-4beb-ace8-094d3b3fb73d",
"language": "pt-PT",
"lastModified": "2026-04-15T12:20:42.3946481Z",
"name": "Fatigue check",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"release_notes_idea_statica_concrete_20___introduct\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"concrete_member_beta\"></object>\n<h2>IDEA StatiCa Detail</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"partially_loaded_areas\"></object>\n<h2>IDEA StatiCa RCS</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"improvement_in_concrete_design___fatigue_check\"></object>\n<h2>Ligações BIM</h2>\n<p>Versões das aplicações suportadas pelo IDEA StatiCa 20.1 (Concrete)</p>\n<figure data-asset-id=\"81558527-021b-45f6-8296-c45d594b9eec\" data-image-id=\"81558527-021b-45f6-8296-c45d594b9eec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fb59063e-4dc2-48d7-89f4-00cc24e249c7/BIM%2020.1%20Concrete.PNG\" data-asset-id=\"81558527-021b-45f6-8296-c45d594b9eec\" data-image-id=\"81558527-021b-45f6-8296-c45d594b9eec\" alt=\"\"></figure>\n<h2>Licenciamento</h2>\n<p>Destaques das melhorias de licenciamento:</p>\n<ul>\n <li>Possibilidade de encerramento automático de sessão após fechar o IDEA StatiCa </li>\n <li>O IDEA StatiCa inicia 40 % mais rapidamente </li>\n <li>Melhores mensagens de erro para que saiba qual é o problema com a sua licença </li>\n <li>Novo diálogo de Licença com o botão \"Esqueceu a palavra-passe\" acessível </li>\n</ul>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_21_0_d5c25f3",
"release_notes_idea_statica_steel_20_1",
"release_notes_idea_statica_concrete_20",
"release_notes_idea_statica_steel_20"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Notas de versão IDEA StatiCa Steel & Concrete 21.0"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Header image 21.0.png",
"description": null,
"type": "image/png",
"size": 334631,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cae181ab-7e26-4fb1-83bf-287dc2e8e12b/Header%20image%2021.0.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2021-04-27T00:00:00Z",
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "section_model_view___drawings___sketches____copy_",
"linkId": "521c376f-96f7-4217-b0ee-29cc1d404d34",
"urlSlug": "updated-cbfem-solver",
"type": "support_center_article"
},
{
"codename": "n110_new_connection_templates_in_the_starting_wizar_ee6229e",
"linkId": "ee6229e8-74a9-4d81-8885-1cff547e4ead",
"urlSlug": "relative-positions-of-members",
"type": "support_center_article"
},
{
"codename": "rn_21__connection_design_proposal__beta___copy_",
"linkId": "b520bdb9-5eed-4c7c-8a85-c55747fe7d62",
"urlSlug": "fatigue-analysis-nominal-stress",
"type": "support_center_article"
},
{
"codename": "rn_21__rotational_capacity_limited_by_bolt_and_wel",
"linkId": "78b4dbf9-2460-4648-91a2-a44c54525c78",
"urlSlug": "us-driven-improvements",
"type": "support_center_article"
},
{
"codename": "steel_to_timber_connections__copy_",
"linkId": "3ae00502-96d0-4d71-9d9e-89026f33e885",
"urlSlug": "connection-design-proposal-beta",
"type": "support_center_article"
},
{
"codename": "rn_21__anchorage_formulas__tooltips__copy_",
"linkId": "b1458c26-712b-4e35-a825-43f7991e6308",
"urlSlug": "rotational-capacity-limited-by-bolt-and-weld-failure-stiffness-analysis",
"type": "support_center_article"
},
{
"codename": "rn_21__fatigue_analysis__nominal_stress__copy_",
"linkId": "70ea715a-9e1e-4832-b615-777d72cb930f",
"urlSlug": "traffic-lights-for-forces-in-bolts",
"type": "support_center_article"
},
{
"codename": "rn_21__us_driven_improvements__copy_",
"linkId": "10388a66-2e50-4cf3-86bf-8fd0ddab836f",
"urlSlug": "russian-standard-sp-anchorage",
"type": "support_center_article"
},
{
"codename": "rn_21__anchorage_formulas__tooltips",
"linkId": "6ba36654-fe5a-4422-bd7a-0d62abcf2833",
"urlSlug": "anchorage-formulas-tooltips",
"type": "support_center_article"
},
{
"codename": "rn_21__code_check_manager__bim_links___copy_",
"linkId": "4b50449e-978d-49d2-9340-066edf43e30e",
"urlSlug": "enhanced-viewer-plugins-for-cad-systems",
"type": "support_center_article"
},
{
"codename": "rn_21__russian_standard__sp__anchorage__copy_",
"linkId": "6ae5ab82-3d6c-4c6c-a812-7f8f1ec7dc2d",
"urlSlug": "idea-statica-member-for-steel",
"type": "support_center_article"
},
{
"codename": "rn_21_0___fire_resistance_of_slender_columns",
"linkId": "c9d4974e-2ae8-4f70-abc6-5f110e74c716",
"urlSlug": "fire-resistance-of-slender-columns",
"type": "support_center_article"
},
{
"codename": "rn_21_0___improvement_of_stiffness_calculation",
"linkId": "43496020-132d-4159-b31c-d1cd14198e4f",
"urlSlug": "improvement-of-stiffness-calculation",
"type": "support_center_article"
},
{
"codename": "rn_21_0___rcs___improvement_of_interaction_check",
"linkId": "a460f91a-cd3b-420d-9369-6e4833befd6c",
"urlSlug": "improvement-of-interaction-check",
"type": "support_center_article"
},
{
"codename": "rn_21_0___detail___crack_width_check",
"linkId": "dc5cf57d-5669-49fb-bcd9-e83e32e2e425",
"urlSlug": "crack-width-check-improvements",
"type": "support_center_article"
},
{
"codename": "rn_21_0___detail___rebar_modeling_enhancement___su",
"linkId": "e891a412-d4f5-4473-8e9c-bded813ee5e3",
"urlSlug": "rebar-modeling-enhancement-superelement",
"type": "support_center_article"
},
{
"codename": "rn_21_0___member_for_concrete",
"linkId": "879fe0ab-6957-40c6-934a-11dcc189ac84",
"urlSlug": "idea-statica-member-for-concrete",
"type": "support_center_article"
},
{
"codename": "rn_21__member_for_steel__copy_",
"linkId": "a2d8bf12-cff7-45ae-92c4-b1e7e75c95a2",
"urlSlug": "code-check-manager-bim-links",
"type": "support_center_article"
},
{
"codename": "rn_20_1__others__copy_",
"linkId": "46cf750d-6c89-41af-bf0c-b32d12c6e186",
"urlSlug": "idea-statica-user-portal",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>A nova versão 21.0 do IDEA StatiCa tem como objetivo otimizar ainda mais o processo de dimensionamento em engenharia. Melhorámos o modelo analítico para obter resultados mais precisos. Estamos a acelerar os dimensionamentos através do ajuste da posição dos elementos entre si. Os engenheiros podem agora reduzir significativamente o tempo de definição de ligações simples e moderadas, uma vez que o IDEA StatiCa as propõe automaticamente – uma nova funcionalidade de proposta de dimensionamento. As notas de versão 21 descrevem também uma importante atualização AISC com explicações e dicas. </p>\n<p>A nova versão 21.0 do IDEA StatiCa traz igualmente um novo conjunto de melhorias em Betão para a comunidade de engenharia. Começando pela aplicação IDEA StatiCa Member, que foi exaustivamente verificada e saiu da fase BETA, acompanhada por um conjunto de melhorias na aplicação RCS, como a resistência ao fogo, ou na aplicação Detail, onde a principal atenção foi dedicada ao solver CSFM. Tudo isto contribui para que a nossa aplicação forneça cálculos mais rápidos, melhorando simultaneamente a estabilidade e a fiabilidade.</p>\n<p>Calcule as estimativas de ontem!</p>\n<h2>Novidades para Aço</h2>\n<h3>Solver CBFEM atualizado</h3>\n<ul>\n <li>Tempos de cálculo 30 % mais rápidos</li>\n <li>Modelação mais precisa da ligação de secções ocas </li>\n <li>Um novo conjunto de verificações e diretrizes para interpretar resultados entre versões</li>\n <li><a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Saber mais</a></li>\n</ul>\n<h3>Melhorias no dimensionamento de ligações</h3>\n<ul>\n <li><a data-item-id=\"ee6229e8-74a9-4d81-8885-1cff547e4ead\" href=\"\">Opções de modelação do topo de aço; posição relativa dos elementos</a></li>\n <li><a data-item-id=\"b520bdb9-5eed-4c7c-8a85-c55747fe7d62\" href=\"\">Análise de fadiga: tensão nominal</a></li>\n <li><a data-item-id=\"78b4dbf9-2460-4648-91a2-a44c54525c78\" href=\"\">Atualização de conformidade normativa AISC, novos modelos de ligações sísmicas</a></li>\n <li><a data-item-id=\"3ae00502-96d0-4d71-9d9e-89026f33e885\" href=\"\">Seleção automatizada de modelos de dimensionamento de ligações</a></li>\n <li><a data-item-id=\"b1458c26-712b-4e35-a825-43f7991e6308\" href=\"\">Capacidade de rotação limitada pela rotura de parafusos e soldaduras</a></li>\n <li><a data-item-id=\"70ea715a-9e1e-4832-b615-777d72cb930f\" href=\"\">Resultados semáforo para forças em parafusos</a></li>\n <li><a data-item-id=\"10388a66-2e50-4cf3-86bf-8fd0ddab836f\" href=\"\">Fórmulas de ancoragem alargadas; especificidades para a norma russa</a></li>\n <li><a data-item-id=\"6ba36654-fe5a-4422-bd7a-0d62abcf2833\" href=\"\">Fórmulas de ancoragem, dicas de contexto</a></li>\n</ul>\n<h3>Seleção em massa com o Viewer</h3>\n<ul>\n <li><a data-item-id=\"4b50449e-978d-49d2-9340-066edf43e30e\" href=\"\">O Viewer pode agora exportar múltiplas ligações</a> de aplicações CAD/BIM de uma só vez</li>\n</ul>\n<h3>Dimensionamento de elementos de aço sem limites </h3>\n<ul>\n <li>A nova aplicação IDEA StatiCa Member entra em produção: dimensiona elementos de aço gerais incluindo ligações (a aplicação Connection está incorporada nela)</li>\n <li>O engenheiro estrutural já não tem de estimar os efeitos das condições de fronteira e pode analisar e verificar elementos de qualquer topologia e carregamento </li>\n <li>Capacidade de analisar imperfeições, grandes deformações (2.ª ordem), não-linearidades, torção e empenamento</li>\n <li><a data-item-id=\"6ae5ab82-3d6c-4c6c-a812-7f8f1ec7dc2d\" href=\"\">Saber mais</a></li>\n</ul>\n<h2>Novidades para Betão e Pré-esforço</h2>\n<h3>Melhorias de dimensionamento em RCS e Detail</h3>\n<ul>\n <li><a data-item-id=\"c9d4974e-2ae8-4f70-abc6-5f110e74c716\" href=\"\">Resistência ao fogo de pilares esbeltos</a></li>\n <li><a data-item-id=\"43496020-132d-4159-b31c-d1cd14198e4f\" href=\"\">Extensão do cálculo de rigidez</a></li>\n <li><a data-item-id=\"a460f91a-cd3b-420d-9369-6e4833befd6c\" href=\"\">Melhoria da verificação de interação</a></li>\n <li><a data-item-id=\"dc5cf57d-5669-49fb-bcd9-e83e32e2e425\" href=\"\">Verificação de largura de fenda atualizada</a></li>\n <li><a data-item-id=\"e891a412-d4f5-4473-8e9c-bded813ee5e3\" href=\"\">Melhorias na velocidade de análise CSFM</a></li>\n</ul>\n<h3>Novos fluxos de trabalho em betão com IDEA StatiCa Member</h3>\n<ul>\n <li>A nova aplicação IDEA StatiCa Member entra em produção: dimensiona elementos de betão com secções transversais complexas e tem a aplicação RCS incorporada nela</li>\n <li>Todas as verificações ULS e SLS para vigas e pórticos críticos de topologias variadas, incluindo capacidade, corte, torção, interação, limitação de tensões e largura de fenda</li>\n <li><a data-item-id=\"879fe0ab-6957-40c6-934a-11dcc189ac84\" href=\"\">Saber mais</a></li>\n</ul>\n<h2>Ligações BIM</h2>\n<ul>\n <li><a data-item-id=\"a2d8bf12-cff7-45ae-92c4-b1e7e75c95a2\" href=\"\">Atualização da versão suportada de software de terceiros 3<sup>rd</sup></a></li>\n</ul>\n<h2>Portal do utilizador e Licenciamento </h2>\n<ul>\n <li><a data-item-id=\"46cf750d-6c89-41af-bf0c-b32d12c6e186\" href=\"\">Novo portal para gerir licenças e submeter casos de suporte</a></li>\n</ul>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_21_1",
"release_notes_idea_statica_steel_20_1",
"release_notes_idea_statica_concrete_20_1"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Notas de versão IDEA StatiCa Steel & Concrete 21.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Release notes IDEA StatiCa v21-1 visual_1200x630.png",
"description": null,
"type": "image/png",
"size": 361528,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/33185747-640a-420b-a8f7-44c6ab6077cd/Release%20notes%20IDEA%20StatiCa%20v21-1%20visual_1200x630.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2021-10-10T00:00:00Z",
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"acb7e441_c5bc_0131_f960_861b66858edd",
"n28b8f88a_5345_01b4_48e8_c795a6da74c5"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/OQ0kbjSDyPA"
}
},
"system": {
"codename": "acb7e441_c5bc_0131_f960_861b66858edd",
"collection": "default",
"id": "acb7e441-c5bc-0131-f960-861b66858edd",
"language": "pt-PT",
"lastModified": "2026-04-15T10:41:32.6694295Z",
"name": "acb7e441-c5bc-0131-f960-861b66858edd",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": ""
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Transferir PDF"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": "https://assets-us-01.kc-usercontent.com/1ca05609-4ad1-009e-bc40-2e1230b16a75/d772a6fc-71dc-47e3-ae48-308206f4c6e5/Release%20notes%20IDEA%20StatiCa%2021.1.pdf"
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n28b8f88a_5345_01b4_48e8_c795a6da74c5",
"collection": "default",
"id": "28b8f88a-5345-01b4-48e8-c795a6da74c5",
"language": "pt-PT",
"lastModified": "2026-04-15T10:41:32.6694295Z",
"name": "28b8f88a-5345-01b4-48e8-c795a6da74c5",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "rn_21_1__checkbot",
"linkId": "4074acd5-0f5f-40f9-aa70-ac1ff373919d",
"urlSlug": "checkbot-bulk-bim-workflows",
"type": "support_center_article"
},
{
"codename": "bim_links",
"linkId": "c79ee572-70be-4d42-9755-82ca8d39b5cc",
"urlSlug": "bim",
"type": "landing_page"
},
{
"codename": "rn_21_1___design_and_check_of_slender_columns",
"linkId": "87b9d2ac-7457-4179-b8ef-32ff8ec8f822",
"urlSlug": "design-and-check-of-slender-columns",
"type": "support_center_article"
},
{
"codename": "rn_21_1___structural_design_of_prestressed_discont",
"linkId": "0da35ada-445f-4099-85e6-95621c010fea",
"urlSlug": "structural-design-of-prestressed-discontinuity-regions",
"type": "support_center_article"
},
{
"codename": "rn_21_1___speeding_up_the_solver_of_idea_statica_f",
"linkId": "35d89861-cb2d-4650-8b12-d26a4d5e3603",
"urlSlug": "speeding-up-the-solver-of-idea-statica-for-concrete-design",
"type": "support_center_article"
},
{
"codename": "rn_21_1___crack_width_check_of_cross_sections_with",
"linkId": "754996ca-bca4-4953-aac7-de7b6aa4598a",
"urlSlug": "crack-width-check-of-cross-sections-with-a-large-concrete-cover",
"type": "support_center_article"
},
{
"codename": "rn_21_1__bulk_import_from_dxf_drawing_11428b8",
"linkId": "11428b88-a3f6-4b73-8e0e-3080894c3633",
"urlSlug": "bulk-import-from-dxf-drawing",
"type": "support_center_article"
},
{
"codename": "rn_21_1__ordering_of_load_cases",
"linkId": "73df02c3-5ea5-460a-b0e2-0738bca2595f",
"urlSlug": "ordering-of-load-cases-and-combinations-in-detail",
"type": "support_center_article"
},
{
"codename": "design_v2",
"linkId": "b0a659df-8f92-4d1f-abb6-2efa02bad946",
"urlSlug": "connection-design",
"type": "landing_page"
},
{
"codename": "rn_21_1__connection_browser",
"linkId": "5e9b20d3-786d-429b-97aa-f2e8ada196b4",
"urlSlug": "connection-browser-new-library-of-connections-v21-1",
"type": "support_center_article"
},
{
"codename": "rn_21_1__number_of_buckling_modes",
"linkId": "940e97db-790e-439d-95b7-c99b79c53c43",
"urlSlug": "number-of-buckling-modes",
"type": "support_center_article"
},
{
"codename": "rn_21_1__european_steels_according_to_product_shee",
"linkId": "5d9eadfb-a1b8-4e37-ad1f-d17a3287fcea",
"urlSlug": "european-steels-according-to-product-sheets",
"type": "support_center_article"
},
{
"codename": "rn_21_1__3d_visualization_of_deformations",
"linkId": "174db5ba-2d90-4846-b707-8c98bb6e6050",
"urlSlug": "3d-visualization-of-deformations",
"type": "support_center_article"
},
{
"codename": "rn_21_1__use_global_local_coordinates_in_supports_",
"linkId": "287c55f9-dc18-4fff-a491-71a1641679f6",
"urlSlug": "use-global-local-coordinates-in-supports-settings",
"type": "support_center_article"
},
{
"codename": "rn_21_1__weld_checks_specifics_as_per_en_and_is",
"linkId": "6a1966e1-7905-4ced-a002-c8f568072d4c",
"urlSlug": "weld-checks-specifics-as-per-eurocode-en-and-indian-standard-is",
"type": "support_center_article"
},
{
"codename": "rn_21_1__bearing_type_options_for_bolts",
"linkId": "c3e0558d-c799-44e3-8961-57cdbc9434d9",
"urlSlug": "bearing-type-options-for-bolts-in-version-21-1-and-onwards",
"type": "support_center_article"
},
{
"codename": "rn_21_1__right_click_mouse_button_design_proposal",
"linkId": "1ecd38ea-c2c8-4753-9b2b-c6288be8d2b3",
"urlSlug": "right-click-mouse-button-design-proposal",
"type": "support_center_article"
},
{
"codename": "rn_21_1__surface___all_around_new_cutting_method",
"linkId": "97f7c92f-a7e8-45a5-978b-3187a9925415",
"urlSlug": "surface-all-around-cutting-method",
"type": "support_center_article"
},
{
"codename": "rn_21_1__through_bolts_for_hollow_sections_warning",
"linkId": "f89307a5-4bac-4632-bb5f-1a2586f199a3",
"urlSlug": "through-bolts-for-hollow-sections-warning",
"type": "support_center_article"
},
{
"codename": "rn_21_1__slip_resistance_check_update_according_to",
"linkId": "7510a749-ad18-4a34-bacf-44b7b9647bde",
"urlSlug": "slip-resistance-check-update-according-to-sp-16",
"type": "support_center_article"
},
{
"codename": "rn_21_1__baseplate_connection_without_anchors",
"linkId": "0f256907-a887-4488-93c1-a30f11220a33",
"urlSlug": "baseplate-connection-without-anchors",
"type": "support_center_article"
},
{
"codename": "rn_21_1___obsolete_applications",
"linkId": "91f72bc2-5d80-4dee-bcf9-b348e55493e9",
"urlSlug": "obsolete-applications-from-version-21-1",
"type": "support_center_article"
},
{
"codename": "untitled_content_item_26e29f8",
"linkId": "26e29f8c-f439-430a-8ffd-f16af55d4c31",
"urlSlug": "solved-incidents-in-idea-statica-patches",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p><em>Nota: O Connection Browser foi renomeado para </em><em><strong>Connection Library</strong></em><em> com a versão 23.0 (abril de 2023).</em></p>\n<p>O IDEA StatiCa 21.1 é o segundo lançamento do ano e traz mais funcionalidades do que o da primavera. O que pretendemos alcançar com esta versão? Estamos a elevar os nossos fluxos de trabalho BIM para o próximo nível, permitindo aos engenheiros projetar mais em betão armado e pré-esforçado, e implementar inúmeras funcionalidades para o projeto de ligações que nos foram solicitadas por todo o mundo por vocês — os nossos clientes.</p>\n<p>Desfrute e Calcule as estimativas de ontem!</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"acb7e441_c5bc_0131_f960_861b66858edd\"></object>\n<h2>Novidades para BIM</h2>\n<p>Fluxos de trabalho BIM fiáveis são fundamentais para um trabalho eficaz em projeto. É por isso que investimos na atualização massiva da aplicação \"Code-Check Manager\". Também lhe atribuímos um nome mais adequado: o <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">Checkbot</a>. Esta aplicação de aspeto elegante é o novo centro dos fluxos de trabalho do IDEA StatiCa com software de terceiros, aumentando a produtividade dos engenheiros que trabalham com as nossas ligações <a data-item-id=\"c79ee572-70be-4d42-9755-82ca8d39b5cc\" href=\"\">BIM</a>.</p>\n<h3>O IDEA StatiCa Checkbot oferece-lhe:</h3>\n<ul>\n <li>Controlo total sobre as ligações e elementos importados</li>\n <li>Lista clara de todos os itens importados, incluindo o estado verificado/não verificado</li>\n <li>Visualização 3D dos elementos e cargas importados</li>\n <li>Tabela de conversão de materiais & secções transversais</li>\n <li>Gestão de combinações de ações</li>\n</ul>\n<p>O <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">Checkbot</a> pode ser iniciado a partir da sua aplicação de terceiros ou como uma aplicação autónoma e permite-lhe combinar entradas de múltiplas fontes. <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">Saiba mais sobre o IDEA StatiCa Checkbot</a>.</p>\n<h2>Novidades para Betão e Pré-esforço</h2>\n<p>Os pilares esbeltos de betão armado são muito sensíveis a imperfeições, o que exerce pressão adicional sobre os engenheiros ao longo de todo o ciclo de projeto e construção. O IDEA StatiCa Member, equipado com um novo solver GMNIA na versão 21.1, fornece uma ferramenta fiável para engenheiros que necessitam de produzir relatórios de projeto claros e abrangentes de pilares esbeltos. <a data-item-id=\"87b9d2ac-7457-4179-b8ef-32ff8ec8f822\" href=\"\">Saiba mais sobre o projeto de pilares esbeltos.</a></p>\n<p>O IDEA StatiCa Detail provou ser uma ferramenta de projeto estrutural única para elementos e detalhes críticos em estruturas de betão armado. A versão 21.1 expande o IDEA StatiCa Detail para o betão pré-esforçado. Os engenheiros podem agora compreender, projetar e efetuar a verificação normativa de descontinuidades em elementos e detalhes pré-fabricados. Isto reduz drasticamente o tempo necessário para projetar vigas pré-esforçadas, diafragmas, etc. <a data-item-id=\"0da35ada-445f-4099-85e6-95621c010fea\" href=\"\">Saiba mais sobre o projeto de regiões de descontinuidade pré-esforçadas.</a></p>\n<p>Outras melhorias em betão e pré-esforço incluem:</p>\n<ul>\n <li><a data-item-id=\"35d89861-cb2d-4650-8b12-d26a4d5e3603\" href=\"\">Aceleração do solver do IDEA StatiCa para o projeto de descontinuidades em betão até 30 %</a></li>\n <li><a data-item-id=\"754996ca-bca4-4953-aac7-de7b6aa4598a\" href=\"\">Verificação melhorada da largura de fendas em secções transversais com grande cobrimento de betão</a></li>\n <li><a data-item-id=\"11428b88-a3f6-4b73-8e0e-3080894c3633\" href=\"\">Importação em massa a partir de desenho DXF</a> para Detail (no patch 21.1.1 e posteriores)</li>\n <li><a data-item-id=\"73df02c3-5ea5-460a-b0e2-0738bca2595f\" href=\"\">Ordenação de casos de carga em Detail</a> (no patch 21.1.1 e posteriores)</li>\n</ul>\n<h2>Novidades para Aço</h2>\n<p>O IDEA StatiCa Connection está rapidamente a tornar-se a escolha padrão para o <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">projeto de ligações</a> em todo o mundo. A versão 21.1 traz várias melhorias na verificação normativa e na modelação, bem como uma nova abordagem para lidar com projetos de ligações repetitivas.</p>\n<p>O Connection Browser chegou! Esta ferramenta única irá ajudá-lo a encontrar uma solução de projeto adequada a partir de uma biblioteca de projetos predefinidos e aplicá-la de imediato. O Connection Browser funcionará com três bases de dados de ligações de aço. A primeira é o conjunto definido pelo IDEA StatiCa em cada instalação. A segunda é o conjunto de projetos de ligações criados e guardados por cada utilizador. A terceira será um conjunto de ligações da empresa que cada um dos nossos clientes pode criar e manter (este será lançado num dos patches da versão 21.1, que sairá em algumas semanas). <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Saiba mais sobre o Connection Browser</a>.</p>\n<h3>Melhorias no projeto e análise de ligações:</h3>\n<ul>\n <li><a data-item-id=\"940e97db-790e-439d-95b7-c99b79c53c43\" href=\"\">Número personalizado de modos de encurvadura</a> – pode agora definir até 30 modos de encurvadura</li>\n <li><a data-item-id=\"5d9eadfb-a1b8-4e37-ad1f-d17a3287fcea\" href=\"\">Aços europeus de acordo com fichas de produto</a> – especificamente para o mercado do Reino Unido</li>\n <li><a data-item-id=\"174db5ba-2d90-4846-b707-8c98bb6e6050\" href=\"\">Visualização 3D de deformações</a> de elementos de aço</li>\n <li><a data-item-id=\"287c55f9-dc18-4fff-a491-71a1641679f6\" href=\"\">Utilizar coordenadas globais/locais nas definições de apoios</a></li>\n <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Verificação normativa melhorada de soldaduras</a> – de acordo com o Eurocódigo e a norma indiana</li>\n <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Opções de tipo de apoio para parafusos</a> agora totalmente substituídas</li>\n <li><a data-item-id=\"1ecd38ea-c2c8-4753-9b2b-c6288be8d2b3\" href=\"\">Proposta de projeto com botão direito do rato</a> (no patch 21.1.2 e posteriores)</li>\n <li><a data-item-id=\"97f7c92f-a7e8-45a5-978b-3187a9925415\" href=\"\">Superfície - novo método de corte em todo o contorno</a> (no patch 21.1.2 e posteriores)</li>\n <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Aviso de parafusos passantes para secções ocas</a> (no patch 21.1.2 e posteriores)</li>\n <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Atualização da verificação de resistência ao deslizamento de acordo com SP16</a> (no patch 21.1.4 e posteriores)</li>\n <li><a data-item-id=\"0f256907-a887-4488-93c1-a30f11220a33\" href=\"\">Ligação de placa de base sem âncoras</a> (no patch 21.1.4 e posteriores)</li>\n</ul>\n<h2>Licenciamento</h2>\n<p>Algumas aplicações desatualizadas serão removidas do ficheiro de instalação 21.1. Consulte a <a data-item-id=\"91f72bc2-5d80-4dee-bcf9-b348e55493e9\" href=\"\">lista de aplicações obsoletas</a>.</p>\n<h2>Incidentes resolvidos</h2>\n<p>Consulte a <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lista atual de incidentes resolvidos</a> reportados pelos nossos clientes.</p>\n<h2>Notas de versão completas</h2>\n<p>Abaixo pode transferir a <strong>versão completa das Notas de versão </strong>do IDEA StatiCa versão 21.1 em PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n28b8f88a_5345_01b4_48e8_c795a6da74c5\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_22_0",
"release_notes_idea_statica_21_0_d5c25f3"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Licensing",
"codename": "licensing"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": [
{
"name": "Show Print Button",
"codename": "show_print_button"
}
]
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "release-notes-idea-statica-steel-concrete-21-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"release-notes-idea-statica-steel-concrete-21-1\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "true"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "index, follow",
"codename": "index__follow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Notas de versão IDEA StatiCa Steel & Concrete 21.1"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O resumo das novas funcionalidades e melhorias na versão IDEA StatiCa v 21.1 para elementos de aço e betão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:41</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_idea_statica_21_1",
"collection": "default",
"id": "6e8b2b16-b334-4518-9317-cf64b8503410",
"language": "pt-PT",
"lastModified": "2026-04-15T10:41:32.6694295Z",
"name": "Release notes IDEA StatiCa 21.1",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Licensing",
"codename": "licensing"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "Advance Steel",
"codename": "advance_steel"
},
{
"name": "Tekla Structures",
"codename": "tekla_structures"
},
{
"name": "SAP2000",
"codename": "sap2000"
},
{
"name": "SCIA Engineer",
"codename": "scia"
},
{
"name": "STAAD.Pro",
"codename": "staad_pro"
},
{
"name": "Revit",
"codename": "revit"
},
{
"name": "Robot Structural Analysis",
"codename": "robot_structural_analysis_professional"
},
{
"name": "Advance Design",
"codename": "advance_design"
},
{
"name": "AxisVM",
"codename": "axisvm"
},
{
"name": "ETABS",
"codename": "etabs"
},
{
"name": "midas Civil + Gen",
"codename": "midas_civil_gen"
},
{
"name": "RFEM",
"codename": "rfem"
},
{
"name": "RSTAB",
"codename": "rstab"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": [
{
"name": "Release notes IDEA StatiCa 21.pdf",
"description": null,
"type": "application/pdf",
"size": 3627569,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/313e6ea1-3fe7-4a0d-a918-4e5a4d415fec/Release%20notes%20IDEA%20StatiCa%2021.pdf",
"renditions": null
}
]
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "release-notes-idea-statica-steel-concrete-21-0"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"release-notes-idea-statica-steel-concrete-21-0\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "true"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "index, follow",
"codename": "index__follow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Notas de versão IDEA StatiCa Steel & Concrete 21.0"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:32</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_idea_statica_21_0_d5c25f3",
"collection": "default",
"id": "d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50",
"language": "pt-PT",
"lastModified": "2026-04-15T10:32:25.7467415Z",
"name": "Release notes IDEA StatiCa 21.0",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Notas de versão IDEA StatiCa Steel 20"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Section model view – drawings_mainPicture.png",
"description": null,
"type": "image/png",
"size": 87056,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/647713ba-c2f5-45bd-81ca-d234b56a91dd/Section%20model%20view%20%E2%80%93%20drawings_mainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2020-05-26T00:00:00Z",
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"release_notes_idea_statica_20___introduction",
"release_notes_idea_statica_20___new_licensing_syst",
"section_model_view___drawings___sketches__",
"n110_new_connection_templates_in_the_starting_wizar",
"steel_to_timber_connections_7e1fa30",
"cleat_manufacturing_operation_improvements",
"notch_on_a_member",
"en_anchoring_code_check_improvement",
"contact_stress_between_two_plates",
"partially_supported_base_plate",
"cross_section_library_favorites",
"regional_based_item_order_in_the_cross_section_lib",
"typical_taiwan_cross_sections",
"indian_design_code__is_",
"unified_gui_for_cad_and_fea",
"untitled_content_item_3be21b7",
"multiple_selection_and_export_from_fea",
"idea_statica_member_beta"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Introdução"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A nova versão do IDEA StatiCa chegou! É a maior implementação de feedback e sugestões de clientes que tivemos em anos. E isso significa muito – o IDEA StatiCa é utilizado por mais de 3500 clientes que partilham mais de 4000 projetos únicos do IDEA StatiCa <strong>todos os meses</strong>.</p>\n<p>Como passámos do número 10 para o 20? O enorme volume de novas funcionalidades parece justificar o \"+10\", mas a razão é mais simples – alinhar a numeração com a contagem dos anos. Em 2020, lançámos o IDEA StatiCa 20.</p>\n<p>Esta versão traz um volume excecional de novas funcionalidades e melhorias. Tudo isso com o nosso foco em permitir que os engenheiros trabalhem mais rapidamente, avaliem os requisitos da norma nacional de forma exaustiva e utilizem a quantidade ótima de material. Os destaques são:</p>\n<ul>\n <li>Novo sistema de licenciamento online – sem mais complicações com a instalação</li>\n <li>O IDEA StatiCa pode agora gerar \"esboços\" para acelerar o processo de pormenorização</li>\n <li>110 novos modelos de ligação adicionados ao assistente de início</li>\n <li>As ligações aço-madeira podem agora ser dimensionadas e verificadas</li>\n <li>As bases de dados de secções transversais são agora filtradas automaticamente com base nas suas definições regionais</li>\n <li>As normas de Hong Kong e da Índia são agora suportadas</li>\n</ul>\n<p>Esperamos que aprecie todas as nossas novas funcionalidades e melhorias e adoraríamos receber o seu feedback a qualquer momento. </p>\n<p>A propósito, espere uma pequena pausa nas novas funcionalidades para Aço pelo resto do ano. O lançamento de outono de 2020 estará focado em Betão e BIM.</p>\n<p>Calcule as estimativas de ontem!</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Concrete",
"codename": "concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Steel Topics",
"codename": "topic"
},
{
"name": "Concrete Topics",
"codename": "calculation_methods"
},
{
"name": "BIM link",
"codename": "bim_links"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "introduction-20-0"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"introduction-20-0\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:47</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_idea_statica_20___introduction",
"collection": "default",
"id": "41541554-d8a1-4031-ac29-f3ee71c053a1",
"language": "pt-PT",
"lastModified": "2026-04-15T11:47:09.2148693Z",
"name": "RN 20.0: Introduction",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Vista do modelo de secção – desenhos (\"esboços\")"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Section model view – drawings_mainPicture.png",
"description": null,
"type": "image/png",
"size": 87056,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/647713ba-c2f5-45bd-81ca-d234b56a91dd/Section%20model%20view%20%E2%80%93%20drawings_mainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "2319e454-c2ef-4c67-939f-17b5362a5869",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/10d85330-38bc-4a59-859d-e55f50c84757/Section2up.png",
"height": 888,
"width": 1392
},
{
"description": null,
"imageId": "580d274a-dfc0-4fcc-8e4a-7787112accbd",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1cfa9097-eb11-4c6d-acca-687026b769a0/Section3up.png",
"height": 888,
"width": 1392
},
{
"description": null,
"imageId": "e754121d-3dd6-4954-be9d-38da04b7ee5a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/94b3a62f-c84e-4968-af41-ce23e24f9953/Section5up.png",
"height": 687,
"width": 995
},
{
"description": null,
"imageId": "d3235040-4e79-4af0-a390-725dd761571f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d085fb8c-a181-4c8b-b4a3-b5efba659423/Section6up.png",
"height": 367,
"width": 937
},
{
"description": null,
"imageId": "82f73e29-b56a-4139-abfc-a4c210942877",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/197fe921-96c1-4f52-913f-9e12de161275/Section4up.png",
"height": 813,
"width": 1062
}
],
"linkedItemCodenames": [
"c95d13ad_d828_01c7_2b1c_969cb8aa7994"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://www.youtube.com/embed/wpY7xQg6MQc?start=1346"
}
},
"system": {
"codename": "c95d13ad_d828_01c7_2b1c_969cb8aa7994",
"collection": "default",
"id": "c95d13ad-d828-01c7-2b1c-969cb8aa7994",
"language": "pt-PT",
"lastModified": "2026-04-15T11:42:35.4267611Z",
"name": "c95d13ad-d828-01c7-2b1c-969cb8aa7994",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Todos os engenheiros estruturais, projetistas e desenhadores necessitam de resultados visuais claros dos seus projetos. É por isso que a possibilidade de ajuste de desenhos era uma funcionalidade muito desejada. Os engenheiros querem gerar \"esboços\", os desenhadores gostam de os receber para não começarem o desenho de pormenor do zero. A partir de agora, pode definir e modificar modelos de secção na janela principal da cena 3D.</p>\n<figure data-asset-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" data-image-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/10d85330-38bc-4a59-859d-e55f50c84757/Section2up.png\" data-asset-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" data-image-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" alt=\"\"></figure>\n<p>Podem ser definidas várias vistas de secção, cada uma delas deve estar associada à chapa, sendo possível modificar os limites da secção ou a sua orientação.</p>\n<figure data-asset-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" data-image-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1cfa9097-eb11-4c6d-acca-687026b769a0/Section3up.png\" data-asset-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" data-image-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" alt=\"\"></figure>\n<p>Para adicionar uma nova secção e produzir um desenho ou esboço, selecione uma chapa no modelo de ligação e, no menu de contexto (botão direito), selecione <strong>Criar secção</strong>. Para a eliminar, selecione a chapa e escolha <strong>Eliminar secção</strong>.</p>\n<figure data-asset-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" data-image-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/94b3a62f-c84e-4968-af41-ce23e24f9953/Section5up.png\" data-asset-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" data-image-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" alt=\"\"></figure>\n<p>Para sair da vista de secção, clique no ícone <strong>Secção nomeada</strong>. Pode aceder novamente às vistas de secção utilizando este ícone e navegar e modificar todas as secções adicionadas no menu.</p>\n<figure data-asset-id=\"d3235040-4e79-4af0-a390-725dd761571f\" data-image-id=\"d3235040-4e79-4af0-a390-725dd761571f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d085fb8c-a181-4c8b-b4a3-b5efba659423/Section6up.png\" data-asset-id=\"d3235040-4e79-4af0-a390-725dd761571f\" data-image-id=\"d3235040-4e79-4af0-a390-725dd761571f\" alt=\"\"></figure>\n<p>A vista do modelo de secção pode ser impressa no relatório ou guardada numa galeria para utilização posterior.</p>\n<p>Está definida uma geração automática de etiquetas para soldaduras e chapas, que descrevem o tipo e a espessura da soldadura e a espessura/dimensões da chapa, respetivamente.</p>\n<figure data-asset-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" data-image-id=\"82f73e29-b56a-4139-abfc-a4c210942877\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/197fe921-96c1-4f52-913f-9e12de161275/Section4up.png\" data-asset-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" data-image-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" alt=\"\"></figure>\n<p><em>Etiquetas de soldadura e etiqueta de propriedade da chapa</em></p>\n<p>Esta funcionalidade está disponível apenas na versão <strong>Enhanced</strong> do IDEA StatiCa Steel</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c95d13ad_d828_01c7_2b1c_969cb8aa7994\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20",
"how_to_create_a_section_view"
],
"linkedItems": [
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Como criar uma vista de secção"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "How to create a section view.png",
"description": null,
"type": "image/png",
"size": 51705,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/21600f93-ffa5-45d6-b8b7-b652a90dce39/How%20to%20create%20a%20section%20view.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Todos os engenheiros estruturais, projetistas e desenhadores necessitam de saídas visuais claras dos seus projetos. Os engenheiros pretendem gerar \"esboços\", os desenhadores gostam de os receber, para não começarem o desenho de raiz. Vejamos como pode trabalhar com modelos de secção na aplicação Connection."
},
"content": {
"images": [
{
"description": null,
"imageId": "2315c890-a256-4794-895c-bd26231dc005",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/554538bc-5e30-407c-9799-adba314adf20/SectionHowTo.png",
"height": 784,
"width": 1065
},
{
"description": null,
"imageId": "2939e672-090d-4e5a-ae10-6dfd39e2778f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/406a87df-ffa6-4ce8-bac0-7fec2b90c9ea/SectionHowTo2.png",
"height": 891,
"width": 1630
},
{
"description": null,
"imageId": "e1f99dae-1072-4c6c-aab2-0d20cb0b761f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/024c12d6-e513-4dd9-9d2c-4af16cd669cf/SectionHowTo3.png",
"height": 251,
"width": 456
}
],
"linkedItemCodenames": [
"eb184918_6b6e_01ac_4a32_006515819847",
"untitled_content_item_1e33271"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/wpY7xQg6MQc?t=1371"
}
},
"system": {
"codename": "eb184918_6b6e_01ac_4a32_006515819847",
"collection": "default",
"id": "eb184918-6b6e-01ac-4a32-006515819847",
"language": "pt-PT",
"lastModified": "2026-04-15T11:48:46.3961699Z",
"name": "eb184918-6b6e-01ac-4a32-006515819847",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Para criar uma vista de secção, clique com o botão direito do rato em qualquer chapa no modelo 3D da junta e selecione <strong>Create section</strong>. A vista de secção é criada imediatamente.</p>\n<figure data-asset-id=\"2315c890-a256-4794-895c-bd26231dc005\" data-image-id=\"2315c890-a256-4794-895c-bd26231dc005\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/554538bc-5e30-407c-9799-adba314adf20/SectionHowTo.png\" data-asset-id=\"2315c890-a256-4794-895c-bd26231dc005\" data-image-id=\"2315c890-a256-4794-895c-bd26231dc005\" alt=\"\"></figure>\n<p> Se pretender <strong>alterar </strong>o tamanho da própria secção, clique no bordo amarelo da secção e arraste as setas.</p>\n<figure data-asset-id=\"2939e672-090d-4e5a-ae10-6dfd39e2778f\" data-image-id=\"2939e672-090d-4e5a-ae10-6dfd39e2778f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/406a87df-ffa6-4ce8-bac0-7fec2b90c9ea/SectionHowTo2.png\" data-asset-id=\"2939e672-090d-4e5a-ae10-6dfd39e2778f\" data-image-id=\"2939e672-090d-4e5a-ae10-6dfd39e2778f\" alt=\"\"></figure>\n<p>Para eliminar uma vista de secção, clique com o botão direito do rato na mesma chapa para a qual criou anteriormente a vista de secção e selecione <strong>Delete section</strong>.</p>\n<p>É possível definir mais vistas de secção para várias chapas da junta. Para alternar entre as secções criadas, selecione a pretendida na caixa de combinação.</p>\n<p>A direção da secção pode ser alterada com o comando <strong>Reverse</strong>. A vista do modelo de secção pode ser <strong>ativada/desativada</strong> através do botão de secção colocado no lado esquerdo da caixa de combinação dos itens de secção.</p>\n<figure data-asset-id=\"e1f99dae-1072-4c6c-aab2-0d20cb0b761f\" data-image-id=\"e1f99dae-1072-4c6c-aab2-0d20cb0b761f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/024c12d6-e513-4dd9-9d2c-4af16cd669cf/SectionHowTo3.png\" data-asset-id=\"e1f99dae-1072-4c6c-aab2-0d20cb0b761f\" data-image-id=\"e1f99dae-1072-4c6c-aab2-0d20cb0b761f\" alt=\"\"></figure>\n<p>As vistas de secção podem ser adicionadas ao <strong>Relatório </strong>como imagens da galeria (também com as dimensões) ou automaticamente após selecionar o botão de comando para secções na configuração do relatório detalhado. </p>\n<p>A lista de materiais incluirá automaticamente todas as secções definidas.</p>\n<p><strong>Veja o vídeo sobre como trabalhar facilmente com as secções:</strong></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eb184918_6b6e_01ac_4a32_006515819847\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1e33271\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20",
"section_model_view___drawings___sketches__"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Report",
"codename": "report"
},
{
"name": "Cross-sections",
"codename": "cross_sections"
},
{
"name": "Drawing",
"codename": "drawing"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 4300
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "how-to-create-a-section-view"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"how-to-create-a-section-view\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Criação Eficiente de Vistas de Secção no Projeto Estrutural - Guia IDEA StatiCa"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Aprenda a criar vistas de secção detalhadas em modelos estruturais com o guia simples da IDEA StatiCa. Descubra passos simples para uma visualização eficaz do modelo de secção."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:48</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "how_to_create_a_section_view",
"collection": "default",
"id": "7915b698-c0f1-4337-b293-16ac63a9efb7",
"language": "pt-PT",
"lastModified": "2026-04-15T11:48:46.3961699Z",
"name": "How to create a section view",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
},
{
"name": "Expert",
"codename": "expert"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Plates",
"codename": "plates"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Drawing",
"codename": "drawing"
},
{
"name": "Welds",
"codename": "welds"
},
{
"name": "Bolts",
"codename": "bolts"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "section-model-view-drawings-sketches"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"section-model-view-drawings-sketches\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Vista do modelo de secção – desenhos"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A partir de agora, pode definir e modificar modelos de secção na janela principal da cena 3D."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:42</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "section_model_view___drawings___sketches__",
"collection": "default",
"id": "8ee49013-36e6-4b81-8714-86e726487b73",
"language": "pt-PT",
"lastModified": "2026-04-15T11:42:35.4267611Z",
"name": "RN 20.0: Section model view – drawings (“sketches”)",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "110 novos modelos de ligação no assistente de início"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Wizard_NewTemplates_MainPicture.png",
"description": null,
"type": "image/png",
"size": 127548,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e435b181-456a-4b05-9fd8-8ae28ae699bf/Wizard_NewTemplates_MainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "102e58ea-ae3a-4ae8-8f1c-586f2d0821f6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4ffffa0b-c5d5-42b4-ad19-7fc08d68f1f6/Wizard_NewTemplates.png",
"height": 851,
"width": 1693
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A equipa de suporte da IDEA StatiCa recolhe continuamente pedidos dos utilizadores para novos modelos. O resultado? 110 novos modelos de ligação disponíveis no assistente de início do IDEA StatiCa Connection. Qualquer modelo pode ser posteriormente editado para atingir os parâmetros de dimensionamento pretendidos. Isto ajudará engenheiros de todo o mundo a dimensionar centenas de ligações repetitivas em segundos e a dedicar o seu precioso tempo às mais complexas.</p>\n<figure data-asset-id=\"102e58ea-ae3a-4ae8-8f1c-586f2d0821f6\" data-image-id=\"102e58ea-ae3a-4ae8-8f1c-586f2d0821f6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4ffffa0b-c5d5-42b4-ad19-7fc08d68f1f6/Wizard_NewTemplates.png\" data-asset-id=\"102e58ea-ae3a-4ae8-8f1c-586f2d0821f6\" data-image-id=\"102e58ea-ae3a-4ae8-8f1c-586f2d0821f6\" alt=\"\"></figure>\n<p><em>Novos modelos no assistente de início.</em></p>\n<p>Esta funcionalidade está disponível para a versão <strong>Expert</strong> e <strong>Enhanced</strong> do IDEA StatiCa Steel.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20",
"rn_21_1__connection_browser",
"rn_22_0__connection_browser_ii",
"connection_browser_renames_to_connection_library"
],
"linkedItems": [
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Connection Library – nova biblioteca de ligações (v21.1)"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Browser 6.png",
"description": null,
"type": "image/png",
"size": 82823,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/55933201-5d49-4ab0-858e-6aa16c67de07/Browser%206.png",
"width": 1324,
"height": 791,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "O Connection Browser chegou! Esta ferramenta única irá ajudá-lo a encontrar uma solução de dimensionamento adequada a partir de uma biblioteca de projetos predefinidos e a aplicá-la de imediato. O Connection Browser funcionará com três bases de dados de ligações de aço."
},
"content": {
"images": [
{
"description": null,
"imageId": "87d857ef-f86a-4c63-8bd6-da233dc6eb90",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a49514a3-67eb-4c41-89e3-8eda2d857581/Browser%201.PNG",
"height": 129,
"width": 377
},
{
"description": null,
"imageId": "f90f2625-1dbf-41d3-8fe9-8647de438338",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/09d2bee1-ca60-4579-ae0e-011c28ad29bb/Browser%202.png",
"height": 630,
"width": 1456
},
{
"description": null,
"imageId": "a306ad16-681b-40b0-83ae-3d4a81a0c2b6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3533489c-b6de-4b9d-87f9-a5906eeb4d9e/Browser%203.png",
"height": 630,
"width": 1400
},
{
"description": null,
"imageId": "6c8aee83-dfe4-4a27-917f-4e71ed7e03a7",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4234fc71-8282-4681-b6c6-078965a5aa91/Browser%204.jfif",
"height": 277,
"width": 292
},
{
"description": null,
"imageId": "1969d115-1025-4d87-baed-16880bc37327",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a63a5c77-a58c-45e8-b648-8541919d9d46/Browser%209.png",
"height": 788,
"width": 1306
},
{
"description": null,
"imageId": "4ae473fe-6f4d-474d-8bb7-e331ab02c6e8",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f4fc622a-ad46-4e8e-80d6-b29f93574dbc/Browser%208.png",
"height": 1032,
"width": 1920
},
{
"description": null,
"imageId": "ba19d19f-ba3c-4c28-a8fa-d73a2e93f458",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/55933201-5d49-4ab0-858e-6aa16c67de07/Browser%206.png",
"height": 791,
"width": 1324
},
{
"description": null,
"imageId": "4d1808dd-3d61-476e-a13e-eed21e14e0bc",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e2049a0a-9392-45d4-9a7a-30a23f5e4f97/Browser%207.png",
"height": 630,
"width": 1045
}
],
"linkedItemCodenames": [
"fcb1ce4c_5989_014e_3386_2713f326c1bc"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/F3KJhs3XAeE"
}
},
"system": {
"codename": "fcb1ce4c_5989_014e_3386_2713f326c1bc",
"collection": "default",
"id": "fcb1ce4c-5989-014e-3386-2713f326c1bc",
"language": "pt-PT",
"lastModified": "2026-04-15T10:43:10.0686031Z",
"name": "fcb1ce4c-5989-014e-3386-2713f326c1bc",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "design_v2",
"linkId": "b0a659df-8f92-4d1f-abb6-2efa02bad946",
"urlSlug": "connection-design",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p><em>Nota: O Connection Browser foi renomeado para </em><em><strong>Connection Library</strong></em><em> com a versão 23.0 (abril de 2023).</em></p>\n<p>O primeiro é o conjunto definido pela IDEA StatiCa em cada instalação. O segundo é o conjunto de projetos de ligações criados e guardados por cada utilizador. O terceiro será um conjunto de ligações da empresa que cada um dos nossos clientes pode criar e manter (este será lançado numa das atualizações da versão 21.1, que sairá dentro de algumas semanas).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"fcb1ce4c_5989_014e_3386_2713f326c1bc\"></object>\n<p>O Connection Browser permite encontrar uma solução de dimensionamento adequada a partir de uma biblioteca de projetos predefinidos e aplicá-la diretamente aos seus elementos. O Connection Browser irá substituir o antigo gestor de modelos no futuro. No entanto, por enquanto, pode encontrar ambos na barra de ferramentas superior.</p>\n<figure data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a49514a3-67eb-4c41-89e3-8eda2d857581/Browser%201.PNG\" data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" alt=\"\"></figure>\n<p>Existem três novos botões dedicados ao Browser de <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Ligação</a>. O botão <strong>Propor</strong> abre o browser de projetos de ligação, uma biblioteca geral de projetos guardados. Pode navegar diretamente pelos projetos disponíveis para todos os elementos atuais na topologia da sua ligação.</p>\n<figure data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/09d2bee1-ca60-4579-ae0e-011c28ad29bb/Browser%202.png\" data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" alt=\"\"></figure>\n<p>Para geometrias não normalizadas, tente selecionar apenas um subconjunto (ou seja, dois ou três) elementos de cada vez. Mude a Geometria para Seleção e utilize a ferramenta de seleção mantendo CTRL premido para selecionar múltiplos elementos na cena. Confirme a seleção com Enter, Barra de espaço ou o botão direito do rato. O propositor irá filtrar as topologias com base na sua seleção.</p>\n<figure data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3533489c-b6de-4b9d-87f9-a5906eeb4d9e/Browser%203.png\" data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" alt=\"\"></figure>\n<p>Assim que encontrar um projeto adequado, este é aplicado diretamente à parte selecionada da junta.</p>\n<figure data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4234fc71-8282-4681-b6c6-078965a5aa91/Browser%204.jfif\" data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" alt=\"\"></figure>\n<p>Para visualizar o conteúdo completo da biblioteca, mude a Topologia para Nenhuma. Também pode filtrar os projetos com base em diferentes critérios: projetos que incluem parafusos ou soldaduras, ou ativar/desativar a biblioteca de projetos predefinida da IDEA StatiCa ou o seu conjunto de projetos privado (criado pelo utilizador).</p>\n<figure data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a63a5c77-a58c-45e8-b648-8541919d9d46/Browser%209.png\" data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\" alt=\"\"></figure>\n<p>Agora pode adicionar qualquer projeto personalizado criado à biblioteca selecionando o comando <strong>Publicar</strong> na barra de ferramentas. Na caixa de diálogo seguinte, pode especificar o Conjunto de Projetos de Ligação (CDS) onde o projeto será guardado. De momento, o projeto será incluído na biblioteca privada do utilizador – Conjunto de Dados do Utilizador. Mais funcionalidades serão adicionadas em versões futuras da IDEA StatiCa (a possibilidade de partilhar projetos, etc.).</p>\n<figure data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f4fc622a-ad46-4e8e-80d6-b29f93574dbc/Browser%208.png\" data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" alt=\"\"></figure>\n<p>O projeto personalizado recém-adicionado estará disponível no Connection Browser (na caixa de diálogo Propor) para utilização posterior no fluxo de trabalho de dimensionamento.</p>\n<figure data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/55933201-5d49-4ab0-858e-6aa16c67de07/Browser%206.png\" data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" alt=\"\"></figure>\n<p>Todos os itens de projetos de ligação do utilizador podem ser geridos pelo comando <strong>Gerir</strong> na barra de ferramentas: pode facilmente eliminar e editar os projetos (na versão atual, apenas o nome e a versão podem ser modificados; mais funcionalidades serão adicionadas em breve).</p>\n<figure data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e2049a0a-9392-45d4-9a7a-30a23f5e4f97/Browser%207.png\" data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" alt=\"\"></figure>\n<p>Migração dos modelos atuais – a funcionalidade atual para modelos no IDEA StatiCa Connection será gradualmente substituída pelo Connection Browser. Aconselhamos todos os utilizadores a guardar os seus modelos atuais como projetos pessoais no Connection Browser.</p>\n<p>Disponível nas edições <strong>Expert</strong> e <strong>Enhanced</strong> do IDEA StatiCa Steel.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"rn_22_0__connection_browser_ii",
"release_notes_idea_statica_21_1"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Conjuntos de empresas e seleção na Connection Library"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "ConBr-preview.png",
"description": null,
"type": "image/png",
"size": 194231,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8fdb2f4-a7e7-45af-b58d-65e1efd9ce22/ConBr-preview.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "O Connection Browser introduzido na versão anterior 21.1 continua a expandir as suas funcionalidades. A partir de agora, pode partilhar projetos dentro da sua empresa, aceder ao Connection Browser na cena através do botão direito do rato ou filtrar os projetos com base em vários critérios."
},
"content": {
"images": [
{
"description": null,
"imageId": "75a5a3d4-37a4-4876-9061-ec722939656f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8a9d738f-6bf6-4dbc-b8f3-470a3b98db1d/ConBr-CompanySet_3.png",
"height": 625,
"width": 1306
},
{
"description": null,
"imageId": "b80af4a3-e6f9-42c9-a073-215666a8ef0f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9abcdffa-9fe8-43fa-9ead-1054ba3521a5/ConBr-CompanySet_4.png",
"height": 750,
"width": 438
},
{
"description": null,
"imageId": "a0bd986a-7116-441e-9b2d-153488cbe1f0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c0d488e1-c823-48a0-bf0e-7aaa1f8d894a/ConBr-CompanySet_5.png",
"height": 500,
"width": 1045
},
{
"description": null,
"imageId": "546341a7-951b-4741-b920-7aed19a43a8a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3052695a-20fd-4c26-a49c-ad78ec1ce2e7/ConBr-Connectors_1.png",
"height": 788,
"width": 1306
},
{
"description": null,
"imageId": "a299ab8d-bff8-4914-8f6d-618dfbd368e0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b4bdf242-d59f-4266-a7b9-f7ddeba7513e/Right-click%20mouse%20button%20design%20proposal.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "42bdbba1-3713-4a35-8e7f-98d2fc2426a1",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/998ca24d-c0fc-4cf4-9a3b-ffbf005583a6/ConBr-select_2.png",
"height": 1152,
"width": 1920
},
{
"description": null,
"imageId": "b6177cb5-b4e4-46eb-b29d-0bc9936cbd98",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/656f9fe6-ac1b-40d0-9bec-db4389d8cfd9/ConBr-select_3.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "6ea5765c-29c8-48e9-b536-069b1c96fdaa",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/190dd315-b3f6-4cbd-9223-34db31a83569/ConBr-TemplateManager_1.png",
"height": 448,
"width": 991
}
],
"linkedItemCodenames": [
"cec3151e_fd0d_0159_6392_89ff5cafd10e"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/CUl9HyFK2Q4"
}
},
"system": {
"codename": "cec3151e_fd0d_0159_6392_89ff5cafd10e",
"collection": "default",
"id": "cec3151e-fd0d-0159-6392-89ff5cafd10e",
"language": "pt-PT",
"lastModified": "2026-04-15T11:01:35.0915667Z",
"name": "cec3151e-fd0d-0159-6392-89ff5cafd10e",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "rn_21_1__connection_browser",
"linkId": "5e9b20d3-786d-429b-97aa-f2e8ada196b4",
"urlSlug": "connection-browser-new-library-of-connections-v21-1",
"type": "support_center_article"
},
{
"codename": "steel___v2",
"linkId": "f6acf868-1f2d-48e6-8ccb-711f6883d5f7",
"urlSlug": "steel",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p><em>Nota: O Connection Browser foi renomeado para </em><em><strong>Connection Library</strong></em><em> com a versão 23.0 (abril de 2023).</em></p>\n<p>Consulte todas as funcionalidades do IDEA StatiCa 22.0 e compare-as com o <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Connection Browser (v21.1)</a> introduzido na versão anterior.</p>\n<h3>Conjunto de projetos da empresa</h3>\n<p>Um conjunto de projetos de ligação da empresa é um conjunto de projetos guardados (modelos) criados por si ou pelos seus colegas da mesma empresa. O conjunto está acessível a todos os utilizadores da empresa (com base no grupo de licença da empresa), enquanto os utilizadores de outras empresas não podem ver, utilizar ou aceder a estes itens de projeto.</p>\n<figure data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8a9d738f-6bf6-4dbc-b8f3-470a3b98db1d/ConBr-CompanySet_3.png\" data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" alt=\"\"></figure>\n<p>Qualquer utilizador de uma empresa pode pesquisar e aplicar os projetos da empresa guardados, bem como adicionar um novo projeto ao conjunto da empresa. Após criar a sua ligação personalizada, prima o botão <strong>Publicar</strong> na faixa de opções superior, especifique a descrição e selecione o Conjunto de Projetos de Ligação (CDS) para guardar a sua ligação como um novo modelo. Os itens Privados estarão disponíveis apenas para si, enquanto os da Empresa são partilhados com os seus colegas. </p>\n<figure data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9abcdffa-9fe8-43fa-9ead-1054ba3521a5/ConBr-CompanySet_4.png\" data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" alt=\"\"></figure>\n<p>Para visualizar e gerir os seus conjuntos de projetos Privados e da Empresa, utilize o botão <strong>Gerir</strong> na faixa de opções superior.</p>\n<figure data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c0d488e1-c823-48a0-bf0e-7aaa1f8d894a/ConBr-CompanySet_5.png\" data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" alt=\"\"></figure>\n<h3>Vídeo de introdução aos conjuntos da empresa no novo Connection Browser:</h3>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cec3151e_fd0d_0159_6392_89ff5cafd10e\"></object>\n<h3>Filtros melhorados para gerir projetos</h3>\n<p>No Connection Browser (aberto pelo botão <strong>Propor</strong> na faixa de opções superior), pode encontrar uma galeria de todos os projetos guardados propostos para uma determinada geometria (consulte <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">o artigo das notas de versão 21.1</a> para se familiarizar com a interface e descobrir como trabalhar com a geometria). Para encontrar facilmente o projeto pretendido, pode ativar e desativar itens com base nos conectores utilizados (âncoras, parafusos, soldadura, cantoneiras de ligação) através do filtro à esquerda.</p>\n<figure data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3052695a-20fd-4c26-a49c-ad78ec1ce2e7/ConBr-Connectors_1.png\" data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" alt=\"\"></figure>\n<p>Acima da pré-visualização em galeria dos projetos, pode ativar e desativar os três conjuntos diferentes de projetos:</p>\n<p><em><strong>Conjunto de projetos de ligação IDEA StatiCa</strong></em><em> é um conjunto de itens de projeto (modelos) criados para si pela equipa IDEA StatiCa e acessível a todos os utilizadores sem limitação.</em></p>\n<p><em><strong>Conjunto de projetos de ligação privado</strong></em><em> é um conjunto de itens de projeto (modelos) criados por um utilizador e acessível apenas pelo utilizador (com base na conta de utilizador). Nenhum outro utilizador pode ver, utilizar ou aceder a estes itens de projeto.</em></p>\n<p><em><strong>Conjunto de projetos de ligação da empresa</strong></em><em> é um conjunto de itens de projeto (modelos) criados por utilizadores de uma empresa e acessível pelos utilizadores dessa empresa (com base no grupo de licença da conta da empresa). Utilizadores de outras empresas não podem ver, utilizar ou aceder a estes itens de projeto.</em></p>\n<h3>O botão direito do rato abre o Connection Browser</h3>\n<p>Esta funcionalidade é mais um passo na integração do Connection Browser na interface do IDEA StatiCa Connection e substitui a funcionalidade semelhante de estilo antigo disponível no botão direito do rato. Um atalho para quem gosta de ser muito rápido — o clique com o botão direito num elemento na cena 3D propõe automaticamente projetos adequados da sua biblioteca.</p>\n<p>A interface do botão direito do rato com as funcionalidades <strong>Ligar a</strong>,<strong> Ancorar</strong> e<strong> Modificar</strong> permanece igual. Em vez de um conjunto fixo de modelos gerais, o Connection Browser propõe projetos que se adequam ao número de elementos selecionados, à sua geometria e às secções transversais.</p>\n<figure data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b4bdf242-d59f-4266-a7b9-f7ddeba7513e/Right-click%20mouse%20button%20design%20proposal.png\" data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" alt=\"\"></figure>\n<p>O fluxo de trabalho de seleção com o botão direito do rato com o Connection Browser integrado:</p>\n<ul>\n <li>Clique com o botão direito do rato num elemento</li>\n <li>Clique em <strong>Ligar a</strong> (ou Ancorar ou Modificar)</li>\n <li>Pode selecionar um ou vários elementos para ligar. Vários elementos podem ser selecionados mantendo premida a tecla CTRL ou SHIFT, ou arrastando o rato na cena</li>\n <li>Prima a barra de espaços para confirmar a seleção</li>\n <li>Escolha um dos projetos propostos no Connection Browser</li>\n</ul>\n<p>A funcionalidade do botão direito do rato está disponível desde o patch 21.1.1.</p>\n<h3>Funcionalidade de seleção</h3>\n<p>Conforme mencionado acima, pode utilizar a seleção de vários elementos mantendo premida a tecla CTRL ou SHIFT e selecionando-os na cena. Confirme a seleção com a tecla de espaço, a tecla Enter ou com outro clique do botão direito do rato.</p>\n<p>Em alternativa, pode selecionar vários elementos clicando e arrastando a janela de seleção. Neste caso, não é necessária qualquer confirmação.</p>\n<figure data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/998ca24d-c0fc-4cf4-9a3b-ffbf005583a6/ConBr-select_2.png\" data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" alt=\"\"></figure>\n<figure data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/656f9fe6-ac1b-40d0-9bec-db4389d8cfd9/ConBr-select_3.png\" data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" alt=\"\"></figure>\n<h3>Descontinuação do antigo Gestor de Modelos</h3>\n<p>Como poderá ter notado, o Gestor de Modelos desatualizado foi tornado obsoleto na versão 22.0. Se precisar de transferir os seus projetos personalizados para o novo Connection Browser, utilize a versão 21.1 do IDEA StatiCa, onde ambas as funções estão implementadas lado a lado. </p>\n<p>Crie o projeto que pretende transferir carregando-o a partir do Gestor de Modelos na versão 21.1 e publique-o no Connection Browser para o seu conjunto de projetos Privado ou da Empresa.</p>\n<figure data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/190dd315-b3f6-4cbd-9223-34db31a83569/ConBr-TemplateManager_1.png\" data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" alt=\"\"></figure>\n<p>Disponível nas edições <strong>Expert</strong> e <strong>Enhanced</strong> do <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_22_0",
"rn_21_1__connection_browser",
"rn_21_1__right_click_mouse_button_design_proposal"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 2000
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "company-sets-selection-in-the-connection-browser"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"company-sets-selection-in-the-connection-browser\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Conjuntos de empresas e seleção no Connection Browser"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O Connection Browser do IDEA StatiCa ajuda a criar conjuntos de projetos da empresa e a navegar e partilhá-los de forma fácil e rápida com apenas alguns cliques do rato dentro da organização."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:01</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_22_0__connection_browser_ii",
"collection": "default",
"id": "f15a7793-7b4f-4714-b8aa-13f6579d95e6",
"language": "pt-PT",
"lastModified": "2026-04-15T11:01:35.0915667Z",
"name": "Company sets & selection in the Connection Library",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "connection-browser-new-library-of-connections-v21-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"connection-browser-new-library-of-connections-v21-1\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "IDEA StatiCa Connection Browser - Biblioteca de ligações"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "IDEA StatiCa Connection Browser - Uma nova funcionalidade que permite ao utilizador usar a biblioteca de ligações e tornar o seu trabalho mais eficiente."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": "IDEA StatiCa Connection Browser"
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:43</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_21_1__connection_browser",
"collection": "default",
"id": "5e9b20d3-786d-429b-97aa-f2e8ada196b4",
"language": "pt-PT",
"lastModified": "2026-04-15T10:43:10.0686031Z",
"name": "RN 21.1: Connection Library – new library of connections (v21.1)",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Connection Browser passa a chamar-se Connection Library"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Connection Browser renames to Connection Library.png",
"description": null,
"type": "image/png",
"size": 190288,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/07be21e3-9d1e-4bf0-aa96-7e4cbfb85e60/Connection%20Browser%20renames%20to%20Connection%20Library.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "A funcionalidade de modelos de projeto denominada Connection Browser passa a designar-se Connection Library. Esta alteração deve-se ao desenvolvimento contínuo desta funcionalidade e de serviços semelhantes baseados na web para uma comunidade mais alargada de engenheiros."
},
"content": {
"images": [],
"linkedItemCodenames": [
"ececc1ba_6004_012c_d52a_a6120591effe"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Descarregue a nova versão do IDEA StatiCa e experimente todas as funcionalidades"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Descarregue a nova versão"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page___downloads"
],
"linkedItems": []
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ececc1ba_6004_012c_d52a_a6120591effe",
"collection": "default",
"id": "ececc1ba-6004-012c-d52a-a6120591effe",
"language": "pt-PT",
"lastModified": "2026-04-15T12:23:40.5070248Z",
"name": "ececc1ba-6004-012c-d52a-a6120591effe",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "steel___v2",
"linkId": "f6acf868-1f2d-48e6-8ccb-711f6883d5f7",
"urlSlug": "steel",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>A funcionalidade <strong>Connection Library</strong> não será afetada por esta alteração, continua a utilizar tecnologia baseada na Cloud e disponibiliza modelos de projeto para serem <strong>utilizados diretamente</strong> em novos projetos, <strong>guardados </strong>na base de dados a partir de projetos atuais, e <strong>partilhados </strong>com os seus colegas.</p>\n<p>Os conjuntos de projeto serão também ligeiramente renomeados seguindo este padrão:</p>\n<ul>\n <li><strong>Predefined</strong> (anteriormente IDEA StatiCa) – o conjunto de projeto predefinido mantido pelo IDEA StatiCa, não é possível gerir.</li>\n <li><strong>Personal </strong>(anteriormente Private) – um conjunto de projeto visível apenas para o utilizador atual, com possibilidade de adicionar/eliminar/gerir modelos.</li>\n <li><strong>Company </strong>(anteriormente Company) – um conjunto de projeto visível para todos os utilizadores da mesma licença, com possibilidade de adicionar/eliminar/gerir modelos.</li>\n</ul>\n<p>Disponível nas edições <strong>Expert</strong> e <strong>Enhanced</strong> do <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ececc1ba_6004_012c_d52a_a6120591effe\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_23_0",
"connection_tutorial___connection_browser__en___cop",
"rn_21_1__connection_browser",
"rn_22_0__connection_browser_ii"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Connection Library",
"codename": "connection_browser"
},
{
"name": "v23.0",
"codename": "n23_0"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 2000
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "connection-browser-renames-to-connection-librar"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"connection-browser-renames-to-connection-librar\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Connection Browser passa a chamar-se Connection Library"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A funcionalidade de modelos de projeto denominada Connection Browser passa a designar-se Connection Library. Esta alteração deve-se ao desenvolvimento contínuo desta funcionalidade e de serviços semelhantes baseados na web para uma comunidade mais alargada de engenheiros."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:23</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "connection_browser_renames_to_connection_library",
"collection": "default",
"id": "84c424ca-9ec8-4456-a862-cd9b2f27c59a",
"language": "pt-PT",
"lastModified": "2026-04-15T12:23:40.5070248Z",
"name": "RN 23.0: Connection Browser renames to Connection Library",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Connection Library",
"codename": "connection_browser"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "110-new-connection-templates-in-the-starting-wizard"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"110-new-connection-templates-in-the-starting-wizard\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "110 novos modelos de ligação no assistente de início"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "110 novos modelos de ligação disponíveis no assistente de início do IDEA StatiCa Connection."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:42</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n110_new_connection_templates_in_the_starting_wizar",
"collection": "default",
"id": "0f93d36d-3e6b-41a8-af16-f25bad7d3811",
"language": "pt-PT",
"lastModified": "2026-04-15T11:42:52.2348046Z",
"name": "RN 20.0: 110 new connection templates in the starting wizard",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Ligações em madeira (aço-madeira)"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "SteelToTimberConnection_MainPicture.png",
"description": null,
"type": "image/png",
"size": 140585,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/aa89258e-6020-43a3-acf6-45c19a455aa3/SteelToTimberConnection_MainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "O dimensionamento de ligações aço-madeira era uma funcionalidade solicitada há muito tempo. Leia mais sobre a análise de juntas de elementos de madeira, as suas possibilidades e limitações."
},
"content": {
"images": [
{
"description": null,
"imageId": "adafd49a-b073-4d37-827c-2550757e2c6c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/83b44b4b-4e4c-4f03-896c-e25d2de684d2/Timber2.PNG",
"height": 774,
"width": 877
},
{
"description": null,
"imageId": "e784745b-8e33-461b-b15b-dad47606d614",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "cf705dff-df2c-4766-90a1-d6f330fe493a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5f495321-54ef-48b6-9e81-a2dcce7139b6/TimberManufacturingOperations.png",
"height": 263,
"width": 639
},
{
"description": null,
"imageId": "397dd720-98b3-479a-abe2-537b55c884e6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dc200967-1222-4d39-a79e-0471b11b62a0/Timber_wizard.png",
"height": 839,
"width": 1687
},
{
"description": null,
"imageId": "1639c709-2c90-40ae-9dc9-099c244779aa",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bcb389d3-f3bc-44ad-a7b5-da46852c5f0a/TimberAngles.png",
"height": 1132,
"width": 1920
},
{
"description": null,
"imageId": "944f89ff-6de2-4ddd-a880-e000e29c0474",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0774a5ce-0efc-491c-9bd6-b5e8d0e2a229/Timber%20warning%2023-0.png",
"height": 1153,
"width": 1920
},
{
"description": null,
"imageId": "02008f76-2a47-4cbc-9d36-4b452d9939f5",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bc92f8a6-c95d-4d5b-945a-4cad2c7f07c7/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring.png",
"height": 600,
"width": 1000
},
{
"description": null,
"imageId": "65e75ec6-9518-4a30-bd03-0085c18b0f0f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d77dda04-b786-40ad-8696-3b7b35eca684/Steel%20to%20timber%20connection.jpg",
"height": 960,
"width": 1200
},
{
"description": null,
"imageId": "d8a5ec60-001c-4cc5-85a4-a7a17f3fb457",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e5e277b9-b347-4bbd-9c3c-04ae623d796f/Family%20Home%20in%20Massachusetts%204.jpg",
"height": 1024,
"width": 768
}
],
"linkedItemCodenames": [
"n2d3fdf6e_fc8f_0184_d7c3_640670919c4e"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Artigos relacionados"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [
"theoretical_background___general___steel_to_timber"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Ligações aço-madeira (Fundamentos Teóricos)"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "steel-to-timber.png",
"description": null,
"type": "image/png",
"size": 103746,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/66d851b6-b2cf-4c6d-88fb-f31a39793bd7/steel-to-timber.png",
"width": 1670,
"height": 680,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "77d5d63a-f694-4fc4-a04d-56cba71990ac",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/66d851b6-b2cf-4c6d-88fb-f31a39793bd7/steel-to-timber.png",
"height": 680,
"width": 1670
},
{
"description": null,
"imageId": "e784745b-8e33-461b-b15b-dad47606d614",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png",
"height": 630,
"width": 1200
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "steel_to_timber_connections_7e1fa30",
"linkId": "7e1fa301-759e-4141-933e-ec6eaff7c918",
"urlSlug": "timber-connections-steel-to-timber",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>As ligações aço-madeira existem de momento apenas para a verificação de chapas de aço e determinação dos vetores de força nos fixadores. As chapas de ligação podem ser aplicadas como encastradas ou inseridas.</p>\n<figure data-asset-id=\"77d5d63a-f694-4fc4-a04d-56cba71990ac\" data-image-id=\"77d5d63a-f694-4fc4-a04d-56cba71990ac\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/66d851b6-b2cf-4c6d-88fb-f31a39793bd7/steel-to-timber.png\" data-asset-id=\"77d5d63a-f694-4fc4-a04d-56cba71990ac\" data-image-id=\"77d5d63a-f694-4fc4-a04d-56cba71990ac\" alt=\"\"></figure>\n<p>As propriedades do material da madeira não são especificadas. As verificações dos fixadores e da madeira devem ser realizadas manualmente ou noutro software de acordo com as regras de dimensionamento adequadas. Por conseguinte, a análise de rigidez não está disponível. </p>\n<figure data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png\" data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\" alt=\"\"></figure>\n<p>A verificação normativa de quaisquer outros componentes das ligações de aço é realizada da forma habitual.</p>\n<p>Leia mais sobre como trabalhar com ligações aço-madeira no <a data-item-id=\"7e1fa301-759e-4141-933e-ec6eaff7c918\" href=\"\">artigo da base de conhecimento</a>. </p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background___general",
"steel_to_timber_connections_7e1fa30"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "steel-to-timber-joints-theoretical-background"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"steel-to-timber-joints-theoretical-background\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Ligações aço-madeira"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Descrição do modelo de material utilizado no CBFEM"
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:49</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "theoretical_background___general___steel_to_timber",
"collection": "default",
"id": "c16f8cbb-a469-4c46-ac70-2090e054fcf1",
"language": "pt-PT",
"lastModified": "2026-04-15T11:49:53.2380313Z",
"name": "Theoretical background – General – Steel-to-timber joints",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"support_center_articles": {
"name": "Support center article",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "support_center_article"
},
"blog_categories": {
"name": "Blog category",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "blog_category"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "labels"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "product_group"
},
"include_webinars": {
"name": "Include webinars",
"type": "multiple_choice",
"value": []
},
"include_case_studies": {
"name": "Only case studies",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n2d3fdf6e_fc8f_0184_d7c3_640670919c4e",
"collection": "default",
"id": "2d3fdf6e-fc8f-0184-d7c3-640670919c4e",
"language": "pt-PT",
"lastModified": "2026-04-15T11:43:20.4110654Z",
"name": "2d3fdf6e-fc8f-0184-d7c3-640670919c4e",
"sitemapLocations": [],
"type": "widget_support_center_articles",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "theoretical_background___general___steel_to_timber",
"linkId": "c16f8cbb-a469-4c46-ac70-2090e054fcf1",
"urlSlug": "steel-to-timber-joints-theoretical-background",
"type": "support_center_article"
},
{
"codename": "rn_22_1_timber_connections__show_angle_to_grains",
"linkId": "eed5a14c-0581-42b1-8a67-7181fb8d4fdf",
"urlSlug": "angle-to-the-grain-of-the-steel-to-timber-connections",
"type": "support_center_article"
},
{
"codename": "n2020_08_12_summer_series___one_or_two_joints___cop",
"linkId": "b57ff28d-bfd1-40a5-bd3a-081042f90081",
"urlSlug": "connection-wednesdays-optimization-of-timber-column-anchoring",
"type": "webinar"
},
{
"codename": "steel_to_timber_connections_d8e3456",
"linkId": "d8e3456b-1ac7-4a63-9eed-1a60eea8542e",
"urlSlug": "designing-steel-to-timber-connections",
"type": "blog_post"
},
{
"codename": "steel_to_timber_connection",
"linkId": "b016f9ce-4868-4abd-be3e-8c94465267d0",
"urlSlug": "family-home-in-massachusetts",
"type": "case_study"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p><strong>O dimensionamento de ligações aço-madeira </strong>é mais um passo para permitir aos utilizadores dimensionar e efetuar a verificação normativa de vários tipos de ligações e elementos de múltiplos materiais.</p>\n<figure data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/83b44b4b-4e4c-4f03-896c-e25d2de684d2/Timber2.PNG\" data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" alt=\"\"></figure>\n<p><em>Exemplo de ligações aço-madeira</em></p>\n<p>É possível obter resultados nas <strong>chapas de ligação em aço</strong>. As verificações normativas das chapas de aço estão disponíveis de acordo com a norma selecionada. As verificações normativas dos elementos de madeira, parafusos e cavilhas não são fornecidas e devem ser realizadas por uma aplicação de terceiros. Por outro lado, a aplicação Connection da IDEA StatiCa fornece as forças de corte e de tração atuantes em cada parafuso ou cavilha para uma verificação normativa manual precisa.</p>\n<p>Consulte também o <a data-item-id=\"c16f8cbb-a469-4c46-ac70-2090e054fcf1\" href=\"\">artigo de Fundamentos Teóricos sobre juntas aço-madeira</a>.</p>\n<figure data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png\" data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\" alt=\"\"></figure>\n<h3>Modelos e operações de fabrico</h3>\n<p>Foram implementadas duas novas operações de fabrico para elementos de madeira – Chapa de ligação e Chapa de conexão. Os utilizadores podem efetuar a seleção no menu de operações de fabrico.</p>\n<figure data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5f495321-54ef-48b6-9e81-a2dcce7139b6/TimberManufacturingOperations.png\" data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" alt=\"\"></figure>\n<p><em>Operações de fabrico de chapa de ligação e chapa de conexão para elementos de madeira</em></p>\n<p><br></p>\n<p>Para auxiliar no dimensionamento de ligações aço-madeira, foram adicionados novos modelos ao assistente da aplicação.</p>\n<figure data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dc200967-1222-4d39-a79e-0471b11b62a0/Timber_wizard.png\" data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" alt=\"\"></figure>\n<p><em>Modelos de ligações aço-madeira</em></p>\n<h3>Atualizações da funcionalidade</h3>\n<p>A verificação normativa de ligações em madeira foi implementada na versão 20.0 do IDEA StatiCa.</p>\n<p>Desde a atualização 22.0.1, passou a ser possível visualizar o ângulo resultante do fio da madeira para a verificação dos parafusos. Consulte o <a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">artigo das Notas de Versão 22.1</a> dedicado a este tema.</p>\n<figure data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bcb389d3-f3bc-44ad-a7b5-da46852c5f0a/TimberAngles.png\" data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" alt=\"\"></figure>\n<p>Desde a atualização 23.0.1, é apresentado um aviso para salientar que os parafusos que atravessam o elemento de madeira não são verificados (na cena 3D e no Relatório).</p>\n<figure data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0774a5ce-0efc-491c-9bd6-b5e8d0e2a229/Timber%20warning%2023-0.png\" data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" alt=\"\"></figure>\n<p>Esta funcionalidade está disponível para a versão <strong>Enhanced</strong> do IDEA StatiCa Steel.</p>\n<h3>Webinars e outros recursos</h3>\n<p>Descubra as possibilidades da verificação normativa de ligações em madeira na prática na gravação do webinar <a data-item-id=\"b57ff28d-bfd1-40a5-bd3a-081042f90081\" href=\"\">Connection Wednesdays - Optimization of timber column anchoring</a>.</p>\n<figure data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bc92f8a6-c95d-4d5b-945a-4cad2c7f07c7/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring.png\" data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" alt=\"\"></figure>\n<p>No nosso blogue, pode ler um artigo sobre <a data-item-id=\"d8e3456b-1ac7-4a63-9eed-1a60eea8542e\" href=\"\">Dimensionamento de ligações aço-madeira</a> de julho de 2020.</p>\n<p>Consulte o caso de estudo de uma <a data-item-id=\"b016f9ce-4868-4abd-be3e-8c94465267d0\" href=\"\">Moradia familiar em Massachusetts</a> realizado pelo nosso cliente - a CRAFT Engineers.</p>\n<figure data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d77dda04-b786-40ad-8696-3b7b35eca684/Steel%20to%20timber%20connection.jpg\" data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" alt=\"\"></figure>\n<figure data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e5e277b9-b347-4bbd-9c3c-04ae623d796f/Family%20Home%20in%20Massachusetts%204.jpg\" data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" alt=\"\"></figure>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2d3fdf6e_fc8f_0184_d7c3_640670919c4e\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background___general___steel_to_timber"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Steel-to-timber",
"codename": "steel_to_timber"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "timber-connections-steel-to-timber"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"steel-to-timber-connections\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Ligações aço-madeira"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Apresentamos as ligações madeira-aço para ampliar as possibilidades de dimensionamento de ligações."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:43</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "steel_to_timber_connections_7e1fa30",
"collection": "default",
"id": "7e1fa301-759e-4141-933e-ec6eaff7c918",
"language": "pt-PT",
"lastModified": "2026-04-15T11:43:20.4110654Z",
"name": "Timber connections (steel-to-timber)",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Melhorias na operação de fabrico de cantoneiras de ligação"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Cleat manufacturing operation improvementsMainPicture.png",
"description": null,
"type": "image/png",
"size": 105031,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0f658fa5-ba2d-4426-bd31-3a07ed8f1162/Cleat%20manufacturing%20operation%20improvementsMainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "be24884e-304a-41f0-ab9f-7ea85617df21",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/65bdc71a-bc5d-43dc-8c68-56aee88719ae/CleatPlate.PNG",
"height": 810,
"width": 504
},
{
"description": null,
"imageId": "6a89e1f7-758d-498e-abd0-d2de59871dee",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/28725b89-366e-4590-b71a-1631c33b52fd/CleatPerpendicularPlates.PNG",
"height": 773,
"width": 729
},
{
"description": null,
"imageId": "25a95f57-c607-48b6-9353-f659066ad2ae",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f4dd09c3-ea06-4588-bd14-6a0a50e60303/CleatT.PNG",
"height": 828,
"width": 940
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>As ligações com cantoneiras de ligação são populares entre projetistas e engenheiros pela sua versatilidade. As melhorias nas operações de fabrico de cantoneiras de ligação abrem novas possibilidades no projeto de ligações e juntas. Quaisquer duas chapas gerais perpendiculares que se intersectem podem ser ligadas por cantoneira de ligação, bem como qualquer chapa geral e chapa de elemento.</p>\n<figure data-asset-id=\"be24884e-304a-41f0-ab9f-7ea85617df21\" data-image-id=\"be24884e-304a-41f0-ab9f-7ea85617df21\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/65bdc71a-bc5d-43dc-8c68-56aee88719ae/CleatPlate.PNG\" data-asset-id=\"be24884e-304a-41f0-ab9f-7ea85617df21\" data-image-id=\"be24884e-304a-41f0-ab9f-7ea85617df21\" alt=\"\"></figure>\n<p><em>Exemplos de cantoneiras de ligação: Chapa geral ligada por cantoneiras de ligação ao elemento.</em></p>\n<figure data-asset-id=\"6a89e1f7-758d-498e-abd0-d2de59871dee\" data-image-id=\"6a89e1f7-758d-498e-abd0-d2de59871dee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/28725b89-366e-4590-b71a-1631c33b52fd/CleatPerpendicularPlates.PNG\" data-asset-id=\"6a89e1f7-758d-498e-abd0-d2de59871dee\" data-image-id=\"6a89e1f7-758d-498e-abd0-d2de59871dee\" alt=\"\"></figure>\n<p><em>Exemplos de cantoneiras de ligação: Duas chapas perpendiculares ligadas por cantoneira de ligação.</em></p>\n<p>A secção transversal em T-stub pode ser utilizada para substituir perfis em L na operação de fabrico de cantoneiras de ligação ou para ligar banzos e almas. Graças a isto, os tipos de ligações aparafusadas (utilizados principalmente nos EUA) podem agora ser projetados mais rapidamente.</p>\n<figure data-asset-id=\"25a95f57-c607-48b6-9353-f659066ad2ae\" data-image-id=\"25a95f57-c607-48b6-9353-f659066ad2ae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f4dd09c3-ea06-4588-bd14-6a0a50e60303/CleatT.PNG\" data-asset-id=\"25a95f57-c607-48b6-9353-f659066ad2ae\" data-image-id=\"25a95f57-c607-48b6-9353-f659066ad2ae\" alt=\"\"></figure>\n<p><em>T-stub definido nos banzos do elemento.</em></p>\n<p>Esta funcionalidade está disponível para a versão <strong>Expert</strong> e <strong>Enhanced</strong> do IDEA StatiCa Steel.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20",
"dlouble_angle_cleat_connection",
"n07_27_us_webinar"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "cleat-manufacturing-operation-improvements"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"cleat-manufacturing-operation-improvements\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Melhorias na operação de fabrico de cantoneiras de ligação"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Quaisquer duas chapas gerais perpendiculares que se intersectem podem ser ligadas por cantoneira de ligação, bem como qualquer chapa geral e chapa de elemento."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:43</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "cleat_manufacturing_operation_improvements",
"collection": "default",
"id": "d38df616-7e67-455d-b55c-47f08803f008",
"language": "pt-PT",
"lastModified": "2026-04-15T11:43:18.3714031Z",
"name": "RN 20.0: Cleat manufacturing operation improvements",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Entalhe num elemento"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Notch on a member_MainPicture.png",
"description": null,
"type": "image/png",
"size": 122172,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e24b565e-edee-4c85-b5e9-0c15d5e557a6/Notch%20on%20a%20member_MainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "8bfad788-58be-4ef0-8172-c434f51fec3d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/95a19e24-e2d9-423c-9f4c-a35c30ea2e9a/Notch2.png",
"height": 690,
"width": 1024
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>No caso de conflito entre elementos, os entalhes de abertura tinham de ser definidos manualmente através da operação de fabrico Abertura nos banzos do elemento. Esta situação originava um número elevado de operações de fabrico. A partir de agora, a funcionalidade Entalhe pode ser utilizada sempre que seja necessário evitar conflitos entre coluna-viga ou viga-viga. Esta funcionalidade está implementada nas operações de fabrico Placa de extremidade, Chapa de alma e Cantoneira de ligação.</p>\n<figure data-asset-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\" data-image-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/95a19e24-e2d9-423c-9f4c-a35c30ea2e9a/Notch2.png\" data-asset-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\" data-image-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\" alt=\"\"></figure>\n<p><em>Um entalhe nos banzos definido pela nova funcionalidade.</em></p>\n<p>Esta funcionalidade está disponível para a versão <strong>Expert</strong> e <strong>Enhanced</strong> do IDEA StatiCa Steel.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
},
{
"name": "Expert",
"codename": "expert"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "notch-on-a-member"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"notch-on-a-member\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Entalhe num elemento"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A partir de agora, a funcionalidade Entalhe pode ser utilizada sempre que seja necessário evitar conflitos entre coluna-viga ou viga-viga."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:43</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "notch_on_a_member",
"collection": "default",
"id": "f38f8b37-9823-4fe2-81fc-821864469902",
"language": "pt-PT",
"lastModified": "2026-04-15T11:43:45.9279124Z",
"name": "RN 20.0: Notch on a member",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Melhoria da verificação normativa de ancoragem EN"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "anchoring_MainPicture.PNG",
"description": null,
"type": "image/png",
"size": 105381,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/48d02894-4a9f-4540-8d49-58302d0bbbe1/anchoring_MainPicture.PNG",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "fe165071-a511-42d7-9d1d-19b10b7d7ac2",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/04e577c3-ba9b-467a-bc66-d0f231f18d71/anchoring.PNG",
"height": 434,
"width": 474
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Na versão anterior do IDEA StatiCa Connection, as verificações normativas de ancoragem eram realizadas de acordo com o código ETAG. A partir da versão 20, as verificações de ancoragem estão em conformidade com a EN 1992-4 atualmente em vigor. Isso conduz a um dimensionamento mais eficiente em comparação com o antigo ETAG.</p>\n<figure data-asset-id=\"fe165071-a511-42d7-9d1d-19b10b7d7ac2\" data-image-id=\"fe165071-a511-42d7-9d1d-19b10b7d7ac2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/04e577c3-ba9b-467a-bc66-d0f231f18d71/anchoring.PNG\" data-asset-id=\"fe165071-a511-42d7-9d1d-19b10b7d7ac2\" data-image-id=\"fe165071-a511-42d7-9d1d-19b10b7d7ac2\" alt=\"\"></figure>\n<p><em>Resultados detalhados da verificação normativa de ancoragem de acordo com a EN 1992-4.</em></p>\n<p>Todas as fórmulas e valores são fornecidos nas tabelas de resultados detalhados.</p>\n<p>Resumo da verificação de ancoragem do IDEA StatiCa Connection 20:</p>\n<table><tbody>\n <tr><td><strong>Código nacional</strong></td><td><strong>Verificação de ancoragem</strong></td></tr>\n <tr><td>EN</td><td>1992-4</td></tr>\n <tr><td>AISC</td><td>ACI 318-14</td></tr>\n <tr><td>CISC</td><td>CSA A23.3-14</td></tr>\n <tr><td>AS</td><td>AS 5216:2018</td></tr>\n <tr><td>SP, GB, IS, HKG</td><td>Não realizada</td></tr>\n</tbody></table>\n<p>Esta funcionalidade está disponível para a versão <strong>Expert</strong> e <strong>Enhanced</strong> do produto IDEA StatiCa Steel.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Anchoring",
"codename": "anchoring"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "en-anchoring-code-check-improvement"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"en-anchoring-code-check-improvement\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Melhoria da verificação normativa de ancoragem EN"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A partir da versão 20, as verificações de ancoragem estão em conformidade com a EN 1992-4 atualmente em vigor."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:44</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "en_anchoring_code_check_improvement",
"collection": "default",
"id": "591e352e-a21e-4f06-a11f-4d23a54f6762",
"language": "pt-PT",
"lastModified": "2026-04-15T11:44:11.5141609Z",
"name": "RN 20.0: EN anchoring code-check improvement",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Tensão de contacto entre duas chapas"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "ContactStress_MainPicture.png",
"description": null,
"type": "image/png",
"size": 177383,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/02751d1b-41e0-40f8-9580-077a593e6678/ContactStress_MainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "O contacto não linear entre chapas é essencial para um correto dimensionamento de ligações de aço."
},
"content": {
"images": [
{
"description": null,
"imageId": "ec50fef1-a68a-4606-86e9-b59923295b21",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/42f113c9-5091-4c9c-adfc-9bac3fdb7c22/ContactStress.png",
"height": 1014,
"width": 1143
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Os contactos são definidos automaticamente no caso de uma definição de grupo de parafusos ou manualmente por uma operação de fabrico. A partir de agora, a tensão de contacto entre as duas chapas pode ser visualizada. Isto ajuda a compreender melhor o comportamento da ligação e a controlar melhor a validade do modelo (forças de alavanca, deformação, etc.).</p>\n<figure data-asset-id=\"ec50fef1-a68a-4606-86e9-b59923295b21\" data-image-id=\"ec50fef1-a68a-4606-86e9-b59923295b21\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/42f113c9-5091-4c9c-adfc-9bac3fdb7c22/ContactStress.png\" data-asset-id=\"ec50fef1-a68a-4606-86e9-b59923295b21\" data-image-id=\"ec50fef1-a68a-4606-86e9-b59923295b21\" alt=\"\"></figure>\n<p><em>Resultados da tensão de contacto entre a placa de extremidade e o banzo do pilar.</em></p>\n<p>Os valores são apresentados na tabela de verificação das chapas. No entanto, as tensões de contacto são apenas informativas e não são utilizadas em nenhuma verificação normativa. Além disso, a tensão na direção da espessura dos elementos de casca não é considerada. </p>\n<p>Esta funcionalidade está disponível para a versão <strong>Expert</strong> e <strong>Enhanced</strong> do IDEA StatiCa Steel.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20",
"release_notes_idea_statica_concrete_20",
"weld_and_contact",
"theoretical_background___general___contacts"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Combinando operações de soldadura e contacto"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "weld2.png",
"description": null,
"type": "image/png",
"size": 79522,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5bcff88b-b140-4015-8fa2-039290d409fc/weld2.png",
"width": 800,
"height": 400,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Desde a versão 22.1, as operações de soldadura e contacto podem ser combinadas."
},
"content": {
"images": [
{
"description": null,
"imageId": "e5be481f-5e66-43a8-8573-fdbc4d74a541",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png",
"height": 535,
"width": 1116
}
],
"linkedItemCodenames": [
"bb8ad97f_1409_01c3_0129_0347897651ea",
"bb8fd1e5_c99b_0159_8bf9_b6e28c4646af",
"ea170ce6_7ca2_01df_69d4_4eb4da64abfd"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Descarregue e experimente as funcionalidades do IDEA StatiCa 22.1"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Descarregar IDEA StatiCa 22.1"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page___downloads"
],
"linkedItems": []
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": []
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": []
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "bb8ad97f_1409_01c3_0129_0347897651ea",
"collection": "default",
"id": "bb8ad97f-1409-01c3-0129-0347897651ea",
"language": "pt-PT",
"lastModified": "2026-04-15T11:26:57.9887434Z",
"name": "bb8ad97f-1409-01c3-0129-0347897651ea",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Descarregue e experimente as funcionalidades do IDEA StatiCa 22.1"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Descarregar IDEA StatiCa 22.1"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page___downloads"
],
"linkedItems": []
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "bb8fd1e5_c99b_0159_8bf9_b6e28c4646af",
"collection": "default",
"id": "bb8fd1e5-c99b-0159-8bf9-b6e28c4646af",
"language": "pt-PT",
"lastModified": "2026-04-15T11:26:57.9887434Z",
"name": "bb8fd1e5-c99b-0159-8bf9-b6e28c4646af",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "CONTEÚDO RELACIONADO"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [
"release_notes_idea_statica_22_1",
"welds__general_article_",
"blog__weld___contact"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Soldadura / Soldaduras no IDEA StatiCa"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Weld + welds.png",
"description": null,
"type": "image/png",
"size": 204079,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b0e51c7c-db21-42d6-8f4d-0665deccbafc/Weld%20%2B%20welds.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "No artigo, pode encontrar toda a informação necessária sobre soldaduras e ligações soldadas. O modelo de soldadura é descrito, bem como uma demonstração do fluxo de trabalho na aplicação."
},
"content": {
"images": [
{
"description": null,
"imageId": "455c8fb8-27c8-4c3e-ab28-341376c03fa3",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a62801a2-1d6a-4743-8627-e232e90e69d9/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence%201200%20x%20630.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "8c940183-360c-484a-ab14-dcfdcfbbd29b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9e3dc390-df9d-4ee5-a959-7c4cfa9aca3b/welds_distr.png",
"height": 409,
"width": 1333
},
{
"description": null,
"imageId": "eb79d5c6-d879-4afb-a5c1-5df03982810a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a16ecdf-f660-47b6-bb32-9b9aeecf3314/6.png",
"height": 600,
"width": 1200
},
{
"description": null,
"imageId": "291e03d6-32ca-40af-903f-3620de689301",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/67cc32f0-0506-4cdf-9637-0bc86dfefa54/Weld%20size.png",
"height": 1098,
"width": 1467
},
{
"description": null,
"imageId": "5acc5b19-3a08-4b30-8dca-6793bcfd19a7",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/47ea3d3f-dff3-49c7-8e5f-5abab34e343d/04-1-fig7.png",
"height": 276,
"width": 563
},
{
"description": null,
"imageId": "450a4d6a-d571-4297-a195-63e33fdd30bc",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png",
"height": 308,
"width": 516
},
{
"description": null,
"imageId": "66cc6cf4-0454-4973-80d1-c036df7af58d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png",
"height": 405,
"width": 618
},
{
"description": null,
"imageId": "401d916b-5fa2-4561-9051-9a6544652cea",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png",
"height": 671,
"width": 1109
},
{
"description": null,
"imageId": "5062c6bd-0e2b-4f50-817b-0540cb5d686d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/59c4504e-b3b9-4dc2-8b14-4f121a23e1c3/Welds1.png",
"height": 1033,
"width": 1920
},
{
"description": null,
"imageId": "e5be481f-5e66-43a8-8573-fdbc4d74a541",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png",
"height": 535,
"width": 1116
},
{
"description": null,
"imageId": "b2f8fc0a-893b-4d9a-8648-092ef3a5e88b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d631a548-e7ca-4f84-a3c1-5c0207280cc0/clash3.png",
"height": 631,
"width": 1201
},
{
"description": null,
"imageId": "388ba76a-be74-4fed-b0bb-9d7000ba1cad",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b60903c8-dc26-4604-bc81-96d35d003afb/Welded-sections%200.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "8f86157e-4555-4525-aff0-fb388b0d718f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/172ca452-c56d-40ca-afc4-9dc406734d70/weldchecktable.png",
"height": 716,
"width": 609
},
{
"description": null,
"imageId": "6dca1495-d3ba-4128-84fc-1b5d279d3440",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9e0a6490-1e33-44fa-ab30-1247a201de0f/Detailing%20improvements_main%20image.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "552c02a6-a54a-4149-83e2-d0c17d78561f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/13eae981-ca17-401d-b1c8-7da0416d207e/Welds%20-%20autodesign%2C%20input%2C%20warnings%2C%20visualization1.png",
"height": 520,
"width": 934
},
{
"description": null,
"imageId": "c1e8146a-47c2-4147-9c75-5ae4e738622d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ae2aa532-e36b-4125-a8b6-80015ebb8df3/Welds%20-%20autodesign%2C%20input%2C%20warnings%2C%20visualization10.png",
"height": 1152,
"width": 1920
},
{
"description": null,
"imageId": "bab985b6-6e6b-48eb-bff9-63acd1d8f859",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e467c86d-22ea-47de-b048-7c2265a63cda/Welds%20-%20autodesign%2C%20input%2C%20warnings%2C%20visualization11.png",
"height": 607,
"width": 810
},
{
"description": null,
"imageId": "1cbe1a11-db46-4da7-ab2b-2f541984db0a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f7b68cff-d260-4f8a-8ab2-048893e63b39/Bolts%20and%20welds_warning%20message.png",
"height": 723,
"width": 870
},
{
"description": null,
"imageId": "69d70cd1-f9f7-47d5-8b4d-8226620d5ec9",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/202ed4a2-278b-466c-b2d2-47023adfa727/Weld%20sizing%20to%20ductility1.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "0b97f49e-f205-43ee-b5de-00b203e18a3a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/139beb9e-2e4e-4581-8a6b-e076578371d0/Weld%20sizing%20to%20capacity%20estimation1.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "d6fde932-e78a-4406-835a-8ff0ea82666c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8a95f95-4aa5-4b9e-9b51-d58130c4afab/Partial%20Joint%20Penetration%20%28PJP%29%20groove%20weld.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "4a731e96-e34c-4966-ad18-956f693bdf7d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1dd7c48e-f81a-4570-a239-8aa1a096c24d/Partial%20Joint%20Penetration%20%28PJP%29%20groove%20welds%2018.png",
"height": 329,
"width": 464
},
{
"description": null,
"imageId": "c98458a8-ce28-4e04-b397-4caa3bbe7d66",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c15a1435-db8f-4d2a-84e1-51a0e516a84b/Weld%20spreading%20area%20v25.png",
"height": 534,
"width": 1828
},
{
"description": null,
"imageId": "99fa11e5-36be-46c2-9621-b7f333b81639",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7ab584c9-fd6e-4489-969d-fd851e41008e/Weld%20spreading%20area%20-%20nodal%20forces.png",
"height": 944,
"width": 1092
},
{
"description": null,
"imageId": "5de940cd-26fb-4fb3-893d-5ed36e92b164",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/577d9983-9802-49ac-b805-f267c33c2280/AbaqusCoimbra.png",
"height": 650,
"width": 643
},
{
"description": null,
"imageId": "39492685-bd8a-4093-b540-660750c99c2f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/66a85600-5ee6-4108-8dc2-36a915e7e09f/Contemplated%20geometries.png",
"height": 803,
"width": 2350
},
{
"description": null,
"imageId": "b35bf18f-05c5-431c-8ed3-5c3739ee5d6e",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4393742b-3339-49ac-aa9e-848b9c4b336d/Circular%20plate%20welds_01.png",
"height": 590,
"width": 1099
}
],
"linkedItemCodenames": [
"n4b383e3f_3dd9_013b_6344_6c743338ed27",
"n7a790b13_5f71_01b0_799e_426ba776f74b",
"ec13a949_8ce9_0186_ecea_603695ecf7f0",
"n9e3608a1_846e_013a_5add_26a3ffd56bd8",
"n657cc63f_3f18_0120_a4bc_261f403905b1",
"take_idea_statica_24_0_for_a_test_drive_today",
"b5c0bd1f_10f2_01f8_581b_3ef52c52d34d"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": ""
},
"id": {
"name": "ID",
"type": "text",
"value": "circular-plate-weld"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n4b383e3f_3dd9_013b_6344_6c743338ed27",
"collection": "default",
"id": "4b383e3f-3dd9-013b-6344-6c743338ed27",
"language": "pt-PT",
"lastModified": "2026-04-15T12:43:46.7962433Z",
"name": "4b383e3f-3dd9-013b-6344-6c743338ed27",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/flp-YlgtokA"
}
},
"system": {
"codename": "n7a790b13_5f71_01b0_799e_426ba776f74b",
"collection": "default",
"id": "7a790b13-5f71-01b0-799e-426ba776f74b",
"language": "pt-PT",
"lastModified": "2026-04-15T12:43:46.7962433Z",
"name": "7a790b13-5f71-01b0-799e-426ba776f74b",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/0kdColtQArs?t=1904"
}
},
"system": {
"codename": "ec13a949_8ce9_0186_ecea_603695ecf7f0",
"collection": "default",
"id": "ec13a949-8ce9-0186-ecea-603695ecf7f0",
"language": "pt-PT",
"lastModified": "2026-04-15T12:43:46.7962433Z",
"name": "ec13a949-8ce9-0186-ecea-603695ecf7f0",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/tkZhFXxZObs?t=1585"
}
},
"system": {
"codename": "n9e3608a1_846e_013a_5add_26a3ffd56bd8",
"collection": "default",
"id": "9e3608a1-846e-013a-5add-26a3ffd56bd8",
"language": "pt-PT",
"lastModified": "2026-04-15T12:43:46.7962433Z",
"name": "9e3608a1-846e-013a-5add-26a3ffd56bd8",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/XDhloaKRcaE?t=630"
}
},
"system": {
"codename": "n657cc63f_3f18_0120_a4bc_261f403905b1",
"collection": "default",
"id": "657cc63f-3f18-0120-a4bc-261f403905b1",
"language": "pt-PT",
"lastModified": "2026-04-15T12:43:46.7962433Z",
"name": "657cc63f-3f18-0120-a4bc-261f403905b1",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Artigos relacionados"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [
"blog__weld___contact",
"bolts__bolted_connections__pins___"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title (H1)",
"type": "text",
"value": "Parafusos e ligações aparafusadas"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "bolted connection.png",
"description": null,
"type": "image/png",
"size": 173492,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a13746db-b1ef-4099-bf39-cb76e7f6f444/bolted%20connection.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2021-02-04T00:00:00Z",
"displayTimeZone": null
},
"authors": {
"name": "Authors",
"type": "modular_content",
"value": [
"alexander_szotkowski_4483fb7"
],
"linkedItems": []
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Os parafusos e as soldaduras são os elementos mais difíceis no dimensionamento de ligações de aço. As folhas de cálculo Excel simplificam frequentemente o seu cálculo. A sua modelação em programas de Método dos Elementos Finitos gerais é complicada, uma vez que estes programas não oferecem conjuntos predefinidos de elementos. Foi por isso que o método CBFEM foi desenvolvido e implementado no IDEA StatiCa."
},
"content": {
"images": [
{
"description": null,
"imageId": "206cf95d-3010-4d11-ab8a-aceb3f62bdc6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png",
"height": 554,
"width": 1042
},
{
"description": null,
"imageId": "15a106be-af4c-4966-ac50-a889863e1a5c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png",
"height": 333,
"width": 1042
},
{
"description": null,
"imageId": "2546f7fb-18b9-4671-8e1b-238a6ec1b0e9",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a0abb5ad-7dba-4687-bfd8-e64fa9c03512/756213100-huge.jpg",
"height": 3094,
"width": 5000
},
{
"description": null,
"imageId": "cca7ed64-cf29-48bd-bb61-96c49f4f1285",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/edfb27a5-88b9-4f39-ac2b-bd319f37ee29/Model%20type%200.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "3ad5d43d-0568-4816-837a-543530a44c5c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d43f402a-8463-4e51-b040-bcbadaaab500/stiffness.png",
"height": 208,
"width": 543
}
],
"linkedItemCodenames": [
"n0c05bb71_98f6_0175_3c68_4d2cfdaceb67",
"untitled_content_item_a1697b4"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": ""
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Mais exemplos de verificação"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": "/support-center/all?product=steel&product=connection_design&category=verification_example&label=national_codes"
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "button",
"codename": "button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "left",
"codename": "left"
}
]
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n0c05bb71_98f6_0175_3c68_4d2cfdaceb67",
"collection": "default",
"id": "0c05bb71-98f6-0175-3c68-4d2cfdaceb67",
"language": "pt-PT",
"lastModified": "2026-05-29T13:46:35.5434142Z",
"name": "0c05bb71-98f6-0175-3c68-4d2cfdaceb67",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "what_is_the_cbfem_",
"linkId": "6e068636-6a02-5d0e-89ad-6dcff4e21151",
"urlSlug": "what-is-the-cbfem",
"type": "support_center_article"
},
{
"codename": "theoretical_background___general___bolts_and_prelo",
"linkId": "c2cc67f3-4000-4959-a195-b28becf63f2a",
"urlSlug": "bolts-and-preloaded-bolts",
"type": "support_center_article"
},
{
"codename": "theoretical_background___general",
"linkId": "d4aa2923-a94a-4c40-8fd8-93608acbf893",
"urlSlug": "general-theoretical-background",
"type": "support_center_article"
},
{
"codename": "patent",
"linkId": "627bdc92-14f2-416a-b7ef-7df116ea3e73",
"urlSlug": "patent",
"type": "landing_page"
},
{
"codename": "connection_stiffness_and_its_use_in_global_analysi",
"linkId": "6726bbc6-1826-4c43-9253-b8f6e0ab39a9",
"urlSlug": "connection-stiffness-and-its-use-in-global-analysis",
"type": "support_center_article"
},
{
"codename": "calculation_of_steel_connection_stiffness___reinve",
"linkId": "ab4c1281-d0ce-5c97-95ef-3c369206d272",
"urlSlug": "calculation-of-steel-connection-stiffness-reinvented",
"type": "webinar"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>Modelo de parafuso segundo o CBFEM</h2>\n<p>A IDEA StatiCa possui um método único no seu solver, o <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">Método dos Elementos Finitos baseado em Componentes (CBFEM)</a>. O modelo de parafuso utilizado no CBFEM é descrito e verificado segundo vários códigos de dimensionamento de estruturas de aço. A resistência à carga e a capacidade de deformação são também comparadas com os principais programas de investigação experimental.</p>\n<p>No Método dos Elementos Finitos baseado em Componentes (CBFEM), o parafuso com o seu comportamento à tração, ao corte e ao esmagamento é o componente descrito por molas não lineares dependentes. O parafuso à tração é descrito por uma mola com a sua rigidez axial inicial, resistência de cálculo, início de cedência e capacidade de deformação. Para o início de cedência e a capacidade de deformação, assume-se que a deformação plástica ocorre apenas na parte roscada do fuste do parafuso.</p>\n<p>No nosso Enquadramento Teórico, pode encontrar <a data-item-id=\"c2cc67f3-4000-4959-a195-b28becf63f2a\" href=\"\">mais informação sobre como o método CBFEM descreve e verifica parafusos</a>. Se quiser saber um pouco mais sobre o CBFEM em geral, o <a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">Enquadramento teórico geral</a> completo é definitivamente o melhor ponto de partida.</p>\n<h2>Parafusos segundo os códigos de dimensionamento</h2>\n<p>Vejamos como o CBFEM aborda os parafusos do ponto de vista dos diferentes códigos de dimensionamento. Até ao momento, a IDEA StatiCa suporta oito códigos de dimensionamento nos quais o dimensionamento e/ou a pormenorização de parafusos e parafusos pré-esforçados são tratados. </p>\n<h3>Verificação normativa de parafusos e parafusos pré-esforçados segundo o Eurocódigo</h3>\n<p>A rigidez inicial e a resistência de cálculo dos parafusos ao corte são modeladas no CBFEM de acordo com as Cl. 3.6 e 6.3.2 da EN 1993-1-8. A mola que representa o esmagamento e a tração tem um comportamento força-deformação bilinear com rigidez inicial e resistência de cálculo de acordo com as Cl. 3.6 e 6.3.2 da EN 1993-1-8.</p>\n<p><strong>Pormenorização </strong></p>\n<p>A verificação normativa dos parafusos é realizada se a opção estiver selecionada na configuração normativa. São verificadas as distâncias do centro do parafuso às bordas da chapa e entre parafusos. A distância à borda <em>e</em> = 1,2 e o espaçamento entre parafusos <em>p</em> = 2,2 são recomendados na Tabela 3.3 da EN 1993-1-8. Os utilizadores podem modificar ambos os valores na configuração normativa.</p>\n<h3>Verificação normativa de parafusos e parafusos pré-esforçados segundo o AISC</h3>\n<p>As forças nos parafusos são determinadas por análise de elementos finitos. As forças de tração incluem forças de alavanca. As resistências dos parafusos são verificadas de acordo com o AISC 360 - Capítulo J3.</p>\n<p><strong>Pormenorização </strong></p>\n<p>São verificados o espaçamento mínimo entre parafusos e a distância mínima do centro do parafuso à borda de uma peça ligada. O espaçamento mínimo de 2,66 vezes (editável na configuração normativa) o diâmetro nominal do parafuso entre centros de parafusos é verificado de acordo com o AISC 360-16 – J.3.3. A distância mínima do centro do parafuso à borda de uma peça ligada é verificada de acordo com o AISC 360-16 – J.3.4; os valores constam das Tabelas J3.4 e J3.4M.</p>\n<h3>Verificação normativa de parafusos e parafusos pré-esforçados segundo outras normas</h3>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-and-preloaded-bolts-according-to-cisc\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verificação normativa de parafusos e parafusos pré-esforçados segundo o CISC (Canadá)</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-and-preloaded-bolts-according-to-chinese-standard\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verificação normativa de parafusos e parafusos pré-esforçados segundo a norma chinesa (GB)</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-according-to-hong-kong-code\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verificação normativa de parafusos segundo o Código de Hong Kong (HKG)</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-according-to-is-800\">Verificação normativa de parafusos pré-esforçados segundo a IS 800 (Índia)</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-and-preloaded-bolts-according-to-sp\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verificação normativa de parafusos e parafusos pré-esforçados segundo a SP (Rússia)</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-and-preloaded-bolts-according-to-as\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verificação normativa de parafusos e parafusos pré-esforçados segundo a AS (Austrália)</a></li>\n</ul>\n<h2>Pormenorização de parafusos </h2>\n<p><strong>Como definir as distâncias</strong></p>\n<p>As distâncias às bordas utilizadas para a resistência ao esmagamento dos parafusos devem ser relevantes para geometrias gerais de chapas, chapas com aberturas, recortes, etc.</p>\n<p>O algoritmo lê a direção real do vetor da força de corte resultante num dado parafuso e calcula em seguida as distâncias necessárias para a verificação ao esmagamento.</p>\n<p>As distâncias de extremidade (<em>e</em><sub>1</sub>) e de borda (<em>e</em><sub>2</sub>) são determinadas dividindo o contorno da chapa em três segmentos. O segmento de extremidade é indicado por um intervalo de 60° na direção do vetor de força. Os segmentos de borda são definidos por dois intervalos de 65° perpendiculares ao vetor de força. A distância mais curta de um parafuso a um segmento relevante é então tomada como distância de extremidade ou de borda.</p>\n<figure data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png\" data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" alt=\"\"></figure>\n<p>As distâncias de espaçamento entre furos de parafusos (<em>p</em><sub>1</sub>; <em>p</em><sub>2</sub>) são determinadas ampliando virtualmente os furos de parafusos circundantes em metade do seu diâmetro, traçando depois duas linhas na direção e perpendicularmente ao vetor da força de corte. As distâncias aos furos de parafusos ampliados que são intersectados por estas linhas são então consideradas como <em>p</em><sub>1</sub> e <em>p</em><sub>2</sub> no cálculo.</p>\n<figure data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png\" data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" alt=\"\"></figure>\n<h2>Exemplos de verificação</h2>\n<p>Preparámos vários exemplos de verificação para comparar os resultados com outros métodos de cálculo.</p>\n<h4>EN</h4>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/bolted-connection-splices-in-shear\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Ligação aparafusada - Emendas ao corte</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/bolted-connection-interaction-of-shear-and-tension\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Ligação aparafusada - Interação de corte e tração</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/haunched-joint-capacity-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Junta com mísula – dimensionamento por capacidade</a></li>\n</ul>\n<h4>AISC</h4>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/bolted-splice-connection\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Ligação de emenda aparafusada</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/bolted-flange-plate-moment-connection-lrfd\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Ligação de momento com chapa de banzo aparafusada – LRFD</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/extended-moment-end-plate-connection-asd\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Ligação de momento com placa de extremidade estendida – ASD</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0c05bb71_98f6_0175_3c68_4d2cfdaceb67\"></object>\n<h2>Tecnologia patenteada para engenheiros estruturais</h2>\n<p>Sabia que a nossa solução de modelo de parafuso faz parte de uma patente americana? Leia <a data-item-id=\"627bdc92-14f2-416a-b7ef-7df116ea3e73\" href=\"\">aqui</a> sobre a nossa história de sucesso. </p>\n<figure data-asset-id=\"2546f7fb-18b9-4671-8e1b-238a6ec1b0e9\" data-image-id=\"2546f7fb-18b9-4671-8e1b-238a6ec1b0e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a0abb5ad-7dba-4687-bfd8-e64fa9c03512/756213100-huge.jpg\" data-asset-id=\"2546f7fb-18b9-4671-8e1b-238a6ec1b0e9\" data-image-id=\"2546f7fb-18b9-4671-8e1b-238a6ec1b0e9\" alt=\"\"></figure>\n<h2> Junta com um parafuso - a nossa solução </h2>\n<p>Por vezes, o engenheiro necessita de criar uma <strong>junta com apenas um parafuso</strong>, especialmente quando se prevê, por exemplo, uma rótula, uma contraventamento, uma barra ou uma diagonal. Para modelar e calcular este tipo de operação, é necessário definir um <strong>Tipo de modelo</strong> adequado para o elemento. Pode ler mais sobre isso <a href=\"https://www.ideastatica.com/support-center/how-to-model-one-bolt-connection\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">aqui</a>. </p>\n<figure data-asset-id=\"cca7ed64-cf29-48bd-bb61-96c49f4f1285\" data-image-id=\"cca7ed64-cf29-48bd-bb61-96c49f4f1285\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/edfb27a5-88b9-4f39-ac2b-bd319f37ee29/Model%20type%200.png\" data-asset-id=\"cca7ed64-cf29-48bd-bb61-96c49f4f1285\" data-image-id=\"cca7ed64-cf29-48bd-bb61-96c49f4f1285\" alt=\"\"></figure>\n<h2>Parafusos, soldaduras e rigidez de uma junta</h2>\n<p>Tanto os parafusos como as soldaduras têm as suas vantagens e desvantagens. Um dos aspetos importantes na escolha de uma junta é a sua rigidez prevista. Em geral, uma junta aparafusada nunca é tão rígida como uma junta soldada. Se optar por uma ligação aparafusada, recomendamos calcular a rigidez dessa ligação e ter em conta a rigidez resultante na estrutura global. Pode ler como é esse cálculo e o que implica <a data-item-id=\"6726bbc6-1826-4c43-9253-b8f6e0ab39a9\" href=\"\">aqui</a>, ou ver este <a data-item-id=\"ab4c1281-d0ce-5c97-95ef-3c369206d272\" href=\"\">vídeo</a>.</p>\n<figure data-asset-id=\"3ad5d43d-0568-4816-837a-543530a44c5c\" data-image-id=\"3ad5d43d-0568-4816-837a-543530a44c5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d43f402a-8463-4e51-b040-bcbadaaab500/stiffness.png\" data-asset-id=\"3ad5d43d-0568-4816-837a-543530a44c5c\" data-image-id=\"3ad5d43d-0568-4816-837a-543530a44c5c\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_a1697b4\"></object>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"blog_categories": {
"name": "Blog category",
"type": "taxonomy",
"value": [
{
"name": "Features",
"codename": "features"
}
],
"taxonomyGroup": "blog_category"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Bolts",
"codename": "bolts"
},
{
"name": "Connection",
"codename": "connection"
}
],
"taxonomyGroup": "labels"
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "bolts-and-bolted-connections"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"bolts-and-bolted-connections\",\"[autogenerated]\"]"
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 29.5.2026 12:05</li>\n <li>de-DE: Translated on 29.5.2026 12:43</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 29.5.2026 14:30</li>\n <li>fr-FR: Translated on 29.5.2026 13:21</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Translated on 29.5.2026 13:55</li>\n <li>ko-KR: Never translated</li>\n <li>nl-NL: Translated on 29.5.2026 15:09</li>\n <li>pl-PL: Never translated</li>\n <li>pt-PT: Translated on 29.5.2026 15:46</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "bolts__bolted_connections__pins___",
"collection": "default",
"id": "2a640f70-d538-48bf-a941-2835e5d7370f",
"language": "pt-PT",
"lastModified": "2026-05-29T13:46:35.5434142Z",
"name": "Bolts and bolted connections",
"sitemapLocations": [],
"type": "blog_post",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"support_center_articles": {
"name": "Support center article",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "support_center_article"
},
"blog_categories": {
"name": "Blog category",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "blog_category"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "labels"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "product_group"
},
"include_webinars": {
"name": "Include webinars",
"type": "multiple_choice",
"value": []
},
"include_case_studies": {
"name": "Only case studies",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "b5c0bd1f_10f2_01f8_581b_3ef52c52d34d",
"collection": "default",
"id": "b5c0bd1f-10f2-01f8-581b-3ef52c52d34d",
"language": "pt-PT",
"lastModified": "2026-04-15T12:43:46.7962433Z",
"name": "b5c0bd1f-10f2-01f8-581b-3ef52c52d34d",
"sitemapLocations": [],
"type": "widget_support_center_articles",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "theoretical_background___ec___welds",
"linkId": "df238e7d-f2f3-4b2a-beec-3b7e8f11651e",
"urlSlug": "check-of-welds-according-to-eurocode",
"type": "support_center_article"
},
{
"codename": "theoretical_background___aisc___welds",
"linkId": "6a4c43f3-4910-44fa-9a88-a9f70967f647",
"urlSlug": "check-of-welds-according-to-aisc",
"type": "support_center_article"
},
{
"codename": "theoretical_background___cisc___welds",
"linkId": "cb00295b-bfcf-4c0f-8743-8532e311ca7b",
"urlSlug": "check-of-welds-according-to-csa",
"type": "support_center_article"
},
{
"codename": "theoretical_background___as___welds",
"linkId": "538b8bcb-f287-4259-b4e2-787c9792c367",
"urlSlug": "check-of-welds-according-to-as",
"type": "support_center_article"
},
{
"codename": "welds__is_",
"linkId": "5d152fe4-3e0b-4905-b4d2-56dd1e255416",
"urlSlug": "check-of-welds-according-to-is-800",
"type": "support_center_article"
},
{
"codename": "welds__hkg_",
"linkId": "e301fcc8-cc43-42a4-8480-8a72357cd91f",
"urlSlug": "check-of-welds-according-to-hong-kong-code",
"type": "support_center_article"
},
{
"codename": "theoretical_background___gb___welds",
"linkId": "0e848bd9-17f2-4448-83de-33c5b19bbde8",
"urlSlug": "check-of-welds-according-to-chinese-standard",
"type": "support_center_article"
},
{
"codename": "theoretical_background___sp___welds",
"linkId": "dad4f217-a192-41c1-bd71-6b540978346e",
"urlSlug": "check-of-welds-according-to-sp",
"type": "support_center_article"
},
{
"codename": "how_are_welds_modeled_in_idea_statica",
"linkId": "1bfd3251-61f8-5fec-b5a4-08d1a6fe5b5f",
"urlSlug": "how-are-welds-modeled-in-idea-statica",
"type": "support_center_article"
},
{
"codename": "welds_de840e1",
"linkId": "de840e15-4e8e-4a27-8715-b8f27e643682",
"urlSlug": "welded-steel-connections-to-worry-or-not-to-worry",
"type": "blog_post"
},
{
"codename": "blog__weld___contact",
"linkId": "3caa8db0-05d2-4ae4-9175-763a14f01252",
"urlSlug": "reduce-weld-costs-by-enhanced-fabrication",
"type": "blog_post"
},
{
"codename": "what_is_the_correct_length_of_the_weld",
"linkId": "8af403c6-c098-56ce-96ee-3daaeaf4639e",
"urlSlug": "weld-size-and-length",
"type": "support_center_article"
},
{
"codename": "rn_20_1__check_of_missing_welds",
"linkId": "c1adb56e-c715-4213-b637-bc94b8f84def",
"urlSlug": "check-of-missing-welds",
"type": "support_center_article"
},
{
"codename": "rn_20_1__bim___recommended_welds",
"linkId": "d38299a4-0ea1-44c0-bf31-c2b61ad0d63b",
"urlSlug": "import-of-recommended-welds",
"type": "support_center_article"
},
{
"codename": "rn_20_1__butt_welds_upgraded_model",
"linkId": "040fcb75-d544-4d75-bc49-182d150177d7",
"urlSlug": "butt-welds-upgraded-model",
"type": "support_center_article"
},
{
"codename": "rn_21_1__weld_checks_specifics_as_per_en_and_is",
"linkId": "6a1966e1-7905-4ced-a002-c8f568072d4c",
"urlSlug": "weld-checks-specifics-as-per-eurocode-en-and-indian-standard-is",
"type": "support_center_article"
},
{
"codename": "weld_and_contact",
"linkId": "ddfe7eda-4125-461a-b0f1-90de133d5cc6",
"urlSlug": "combining-weld-and-contact-operations",
"type": "support_center_article"
},
{
"codename": "plate_and_weld_clash_check",
"linkId": "102a323e-f663-4c3a-8a1e-1c95edec23c6",
"urlSlug": "plate-and-weld-clash-check",
"type": "support_center_article"
},
{
"codename": "rn_23_0__welded_sections",
"linkId": "d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf",
"urlSlug": "check-welds-of-welded-sections",
"type": "support_center_article"
},
{
"codename": "weld_check_visualization",
"linkId": "b4706514-8348-4710-918e-fd6b6e80c5f5",
"urlSlug": "welds-autodesign-input-warnings-visualization",
"type": "support_center_article"
},
{
"codename": "rn_23_0__detailing_improvements_for_bolts_and_weld",
"linkId": "5f4c7d1f-5145-4fa0-a9bf-535808187857",
"urlSlug": "detailing-improvements-for-bolts-and-welds-in-eurocode",
"type": "support_center_article"
},
{
"codename": "user_defined_material__bolt_grade_or_something_els",
"linkId": "898f72ce-7360-54a8-95b1-9b26a8d16346",
"urlSlug": "user-defined-material-material-and-product-range-library-mprl",
"type": "support_center_article"
},
{
"codename": "rn_23_1__warning_for_welds_and_bolts_connecting_th",
"linkId": "139d124d-d3e0-463d-979a-86ae271d3e81",
"urlSlug": "warnings-for-welds-and-bolts-connecting-the-same-plates",
"type": "support_center_article"
},
{
"codename": "rn_24_0__autodesign_of_welds_to_minimum_ductility",
"linkId": "0248496a-4acc-4b33-8842-4afe0bd9e802",
"urlSlug": "automatic-weld-sizing-to-ductility",
"type": "support_center_article"
},
{
"codename": "rn_24_0__weld_sizing_to_capacity_estimation",
"linkId": "b5fdc985-c8bd-41af-abf8-d6722fc84d43",
"urlSlug": "automatic-weld-sizing-to-capacity-estimation",
"type": "support_center_article"
},
{
"codename": "rn_24_0__pjp_groove_welds_an_option_for_aisc",
"linkId": "d65d8320-3860-4fbc-984c-a73163766798",
"urlSlug": "partial-joint-penetration-pjp-groove-welds",
"type": "support_center_article"
},
{
"codename": "rn_25_0__regional_improvements_in_25_0",
"linkId": "b69964d5-581d-4184-bddd-80b58f80a902",
"urlSlug": "regional-improvements-in-25-0",
"type": "support_center_article"
},
{
"codename": "weld_spreading_area",
"linkId": "39838f72-2f1e-4385-9393-952efa63dc20",
"urlSlug": "weld-spreading-area",
"type": "support_center_article"
},
{
"codename": "moment_resistance_of_of_strong_axis_open_section_b",
"linkId": "7f29d59b-f37a-45fe-abf2-4bc19bc48be4",
"urlSlug": "moment-resistance-of-strong-axis-open-section-beam-to-column-welded-steel-joints",
"type": "support_center_article"
},
{
"codename": "rn_24_1__project_settings",
"linkId": "e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f",
"urlSlug": "project-settings",
"type": "support_center_article"
},
{
"codename": "n08_24_us_webinar",
"linkId": "b8ee28ec-bc18-4a92-8c48-5e922b160899",
"urlSlug": "welds-bolts-in-idea-statica-aisc",
"type": "webinar"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>Enquadramento Teórico</h2>\n<p>Leia a informação essencial sobre o modelo de soldadura no nosso Enquadramento Teórico. A parte geral descreve o próprio modelo de cálculo:</p>\n<p><a href=\"https://www.ideastatica.com/support-center/general-theoretical-background#Welded_connections_analysis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Enquadramento Teórico: Análise de ligações soldadas</a></p>\n<figure data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a62801a2-1d6a-4743-8627-e232e90e69d9/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence%201200%20x%20630.png\" data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" alt=\"\"></figure>\n<p>Partes específicas do Enquadramento Teórico para cada uma das normas nacionais suportadas:</p>\n<ul>\n <li><a data-item-id=\"df238e7d-f2f3-4b2a-beec-3b7e8f11651e\" href=\"\">Verificação normativa de soldaduras (EN)</a></li>\n <li><a data-item-id=\"6a4c43f3-4910-44fa-9a88-a9f70967f647\" href=\"\">Verificação normativa de soldaduras (AISC)</a></li>\n <li><a data-item-id=\"cb00295b-bfcf-4c0f-8743-8532e311ca7b\" href=\"\">Verificação normativa de soldaduras (CISC)</a></li>\n <li><a data-item-id=\"538b8bcb-f287-4259-b4e2-787c9792c367\" href=\"\">Verificação normativa de soldaduras (AS)</a></li>\n <li><a data-item-id=\"5d152fe4-3e0b-4905-b4d2-56dd1e255416\" href=\"\">Verificação normativa de soldaduras (IS)</a></li>\n <li><a data-item-id=\"e301fcc8-cc43-42a4-8480-8a72357cd91f\" href=\"\">Verificação normativa de soldaduras (HKG)</a></li>\n <li><a data-item-id=\"0e848bd9-17f2-4448-83de-33c5b19bbde8\" href=\"\">Verificação normativa de soldaduras (GB)</a></li>\n <li><a data-item-id=\"dad4f217-a192-41c1-bd71-6b540978346e\" href=\"\">Verificação normativa de soldaduras (SP)</a></li>\n</ul>\n<p>Pode encontrar uma demonstração clara de como a tensão se desenvolve durante o carregamento, bem como a discussão sobre a distribuição de tensões ao longo de soldaduras longas, no artigo <a data-item-id=\"1bfd3251-61f8-5fec-b5a4-08d1a6fe5b5f\" href=\"\">Como são modeladas as soldaduras no IDEA StatiCa</a>.</p>\n<figure data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9e3dc390-df9d-4ee5-a959-7c4cfa9aca3b/welds_distr.png\" data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" alt=\"\"></figure>\n<p>Além disso, as soldaduras e as ligações soldadas são abordadas nos nossos artigos de blogue <a data-item-id=\"de840e15-4e8e-4a27-8715-b8f27e643682\" href=\"\">Ligações de aço soldadas – preocupar ou não preocupar?</a> e <a data-item-id=\"3caa8db0-05d2-4ae4-9175-763a14f01252\" href=\"\">Reduza os custos de soldadura com uma fabricação melhorada</a> (onde é discutida a combinação da transferência de carga através de uma soldadura e o contacto em compressão).</p>\n<figure data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a16ecdf-f660-47b6-bb32-9b9aeecf3314/6.png\" data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" alt=\"\"></figure>\n<h2>Dimensão e comprimento da soldadura</h2>\n<p>Existem diferentes formas de definir a dimensão da soldadura, consoante a região. Leia o artigo <a data-item-id=\"8af403c6-c098-56ce-96ee-3daaeaf4639e\" href=\"\">Dimensão e comprimento da soldadura</a> para saber como o IDEA StatiCa define a dimensão da soldadura ou caso necessite de conhecer o comprimento exato da soldadura:</p>\n<figure data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/67cc32f0-0506-4cdf-9637-0bc86dfefa54/Weld%20size.png\" data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\" alt=\"\"></figure>\n<h2>Verificações</h2>\n<p>No nosso Centro de Suporte, pode encontrar muitos estudos de verificação que descrevem o desempenho de diferentes modelos de ligações soldadas, bem como comparações com ensaios laboratoriais.</p>\n<p><a href=\"https://www.ideastatica.com/support-center/search?category=verification_example&q=weld\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Estudos de verificação em modelos com soldaduras</a></p>\n<figure data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/47ea3d3f-dff3-49c7-8e5f-5abab34e343d/04-1-fig7.png\" data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" alt=\"\"></figure>\n<h2>Atualizações nas versões</h2>\n<p>As seguintes funcionalidades fazem parte das notas de versão do IDEA StatiCa e podem estar relacionadas com as soldaduras. Leia mais sobre as funcionalidades nos artigos dedicados através dos links:</p>\n<p><a data-item-id=\"c1adb56e-c715-4213-b637-bc94b8f84def\" href=\"\"><strong>Verificação de soldaduras em falta</strong></a><strong> </strong>(versão 20.1)</p>\n<p>Adicionámos outra ferramenta útil para ajudar automaticamente o utilizador a encontrar partes não soldadas da ligação: o utilitário para analisar um modelo de ligação em busca de soldaduras potencialmente em falta. </p>\n<figure data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png\" data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" alt=\"\"></figure>\n<p><a data-item-id=\"d38299a4-0ea1-44c0-bf31-c2b61ad0d63b\" href=\"\"><strong>Importação de soldaduras recomendadas</strong></a> (versão 20.1)</p>\n<p>Ao importar uma ligação de software CAD, existe agora a opção de adicionar soldaduras recomendadas. </p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"\"></figure>\n<p><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\"><strong>Modelo melhorado de soldaduras de topo</strong></a> (versão 20.1)</p>\n<p>A dimensão das soldaduras de topo foi corrigida para soldaduras de topo de aresta para superfície. </p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"\"></figure>\n<p><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\"><strong>Especificidades da verificação normativa de soldaduras segundo o Eurocódigo (EN) e a Norma Indiana (IS)</strong></a><strong> </strong>(versão 21.1)</p>\n<p>Para cumprir as normas e garantir a segurança do dimensionamento, o valor de resistência considerado na verificação normativa das soldaduras é agora calculado a partir do valor de resistência do aço base para as normas EN e IS, bem como do próprio material de soldadura.</p>\n<figure data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/59c4504e-b3b9-4dc2-8b14-4f121a23e1c3/Welds1.png\" data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" alt=\"\"></figure>\n<p><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\"><strong>Combinação de operações de soldadura e contacto</strong></a><strong> </strong>(versão 22.1)</p>\n<p>Desde a versão 22.1, as operações de soldadura e contacto podem ser combinadas.</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\"><strong>Verificação de colisão entre chapas e soldaduras</strong></a><strong> </strong>(versão 22.1)</p>\n<p>As chapas e partes do modelo podem ser posicionadas de forma a colidir com outras chapas e elementos. </p>\n<figure data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d631a548-e7ca-4f84-a3c1-5c0207280cc0/clash3.png\" data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" alt=\"\"></figure>\n<p><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\"><strong>Verificação das soldaduras de secções soldadas</strong></a><strong> </strong>(versão 23.0)</p>\n<p>O IDEA StatiCa pode agora verificar as soldaduras longitudinais de elementos com secções transversais soldadas.</p>\n<figure data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b60903c8-dc26-4604-bc81-96d35d003afb/Welded-sections%200.png\" data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Visualização melhorada da verificação de soldaduras</strong></a> (versão 23.0)</p>\n<p>A verificação de soldaduras pelo Método dos Elementos Finitos difere dos cálculos de dimensionamento tradicionais. Nos cálculos tradicionais, pequenas excentricidades, deformações, torções, coeficiente de Poisson, etc. podem ser negligenciados.</p>\n<figure data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/172ca452-c56d-40ca-afc4-9dc406734d70/weldchecktable.png\" data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" alt=\"\"></figure>\n<p><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\"><strong>Melhorias de pormenorização para parafusos e soldaduras no Eurocódigo</strong></a> (versão 23.0)</p>\n<p>A verificação de pormenorização no IDEA StatiCa Connection foi melhorada. Os engenheiros podem ter uma melhor visão geral do dimensionamento e da verificação normativa de parafusos e soldaduras, graças a informação detalhada e recomendações segundo o Eurocódigo fornecidas nas tabelas de verificação e no Relatório.</p>\n<figure data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9e0a6490-1e33-44fa-ab30-1247a201de0f/Detailing%20improvements_main%20image.png\" data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Elétrodos de soldadura definidos pelo utilizador</strong></a> (versão 23.1)</p>\n<p>O material de soldadura é um item editável na <a data-item-id=\"898f72ce-7360-54a8-95b1-9b26a8d16346\" href=\"\">MPRL (Biblioteca de Materiais e Gama de Produtos)</a>. Isto significa que pode definir os elétrodos de soldadura independentemente do grau de aço das chapas ligadas.</p>\n<p>Para adicionar um material de soldadura definido pelo utilizador, aceda ao separador <strong>Materiais</strong>, adicione um material de <strong>Soldadura</strong> e <strong>Edite</strong> as suas propriedades.</p>\n<figure data-asset-id=\"552c02a6-a54a-4149-83e2-d0c17d78561f\" data-image-id=\"552c02a6-a54a-4149-83e2-d0c17d78561f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/13eae981-ca17-401d-b1c8-7da0416d207e/Welds%20-%20autodesign%2C%20input%2C%20warnings%2C%20visualization1.png\" data-asset-id=\"552c02a6-a54a-4149-83e2-d0c17d78561f\" data-image-id=\"552c02a6-a54a-4149-83e2-d0c17d78561f\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Soldadura geral destacada na cena 3D</strong></a> (versão 23.1)</p>\n<p>Existe uma melhoria simples na cena 3D da aplicação Connection para melhor orientação, especialmente em modelos de ligação maiores importados via ligações BIM de aplicações CAD.</p>\n<p>Quando uma <strong>operação de soldadura geral ou contacto</strong> é selecionada, a soldadura na cena 3D é destacada a laranja (por defeito).</p>\n<figure data-asset-id=\"c1e8146a-47c2-4147-9c75-5ae4e738622d\" data-image-id=\"c1e8146a-47c2-4147-9c75-5ae4e738622d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ae2aa532-e36b-4125-a8b6-80015ebb8df3/Welds%20-%20autodesign%2C%20input%2C%20warnings%2C%20visualization10.png\" data-asset-id=\"c1e8146a-47c2-4147-9c75-5ae4e738622d\" data-image-id=\"c1e8146a-47c2-4147-9c75-5ae4e738622d\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Aviso para elétrodos mais resistentes do que as chapas</strong></a> (versão 23.1)</p>\n<p>Quando a <a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\"><strong>verificação de</strong> <strong>pormenorização</strong></a><strong> </strong>está ativada na <strong>Configuração normativa</strong> da aplicação Connection, os utilizadores recebem um aviso se o material do elétrodo de soldadura for mais resistente do que as chapas soldadas. Isto ajuda a garantir os padrões de segurança do dimensionamento.</p>\n<p>Isto aplica-se ao Eurocódigo (EN) e à norma indiana (IS), que contêm cláusulas que definem que a resistência da soldadura é determinada pela menor resistência última das chapas ligadas e requisitos que estabelecem que o material adicionado pelos elétrodos de soldadura deve ser mais resistente do que o material base (EN 1993-1-8 – 4.5.3.2 e IS 800:2007 - 10.5.7.1.1).</p>\n<figure data-asset-id=\"bab985b6-6e6b-48eb-bff9-63acd1d8f859\" data-image-id=\"bab985b6-6e6b-48eb-bff9-63acd1d8f859\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e467c86d-22ea-47de-b048-7c2265a63cda/Welds%20-%20autodesign%2C%20input%2C%20warnings%2C%20visualization11.png\" data-asset-id=\"bab985b6-6e6b-48eb-bff9-63acd1d8f859\" data-image-id=\"bab985b6-6e6b-48eb-bff9-63acd1d8f859\" alt=\"\"></figure>\n<p><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\"><strong>Avisos para soldaduras e parafusos que ligam as mesmas chapas</strong></a> (versão 23.1)</p>\n<p>O dimensionamento de ligações que combina soldaduras e parafusos, ou parafusos e parafusos pré-esforçados, é inseguro e não é permitido pelas normas. A aplicação Connection informa-o automaticamente se tal fluxo de trabalho for utilizado num projeto, para garantir um dimensionamento correto e seguro.</p>\n<figure data-asset-id=\"1cbe1a11-db46-4da7-ab2b-2f541984db0a\" data-image-id=\"1cbe1a11-db46-4da7-ab2b-2f541984db0a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f7b68cff-d260-4f8a-8ab2-048893e63b39/Bolts%20and%20welds_warning%20message.png\" data-asset-id=\"1cbe1a11-db46-4da7-ab2b-2f541984db0a\" data-image-id=\"1cbe1a11-db46-4da7-ab2b-2f541984db0a\" alt=\"\"></figure>\n<p><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Dimensionamento automático de soldaduras para ductilidade/resistência total/sobrerresistência</strong></a> (versão 24.0)</p>\n<p>O dimensionamento automático de soldaduras elimina a introdução manual fastidiosa e morosa, bem como a verificação de cada soldadura. Com o algoritmo de automatização, o IDEA StatiCa proporciona uma modelação mais rápida e um dimensionamento absolutamente seguro de ligações soldadas.</p>\n<figure data-asset-id=\"69d70cd1-f9f7-47d5-8b4d-8226620d5ec9\" data-image-id=\"69d70cd1-f9f7-47d5-8b4d-8226620d5ec9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/202ed4a2-278b-466c-b2d2-47023adfa727/Weld%20sizing%20to%20ductility1.png\" data-asset-id=\"69d70cd1-f9f7-47d5-8b4d-8226620d5ec9\" data-image-id=\"69d70cd1-f9f7-47d5-8b4d-8226620d5ec9\" alt=\"\"></figure>\n<p><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>Dimensionamento automático de soldaduras por estimativa de capacidade</strong></a> (versão 24.0)</p>\n<p>O dimensionamento automático de soldaduras resolve o desafio de ajustar manualmente a dimensão de cada soldadura, o que é simultaneamente fastidioso e moroso. Ao automatizar este processo, o IDEA StatiCa ajuda-o significativamente a acelerar o processo de dimensionamento e promove projetos de soldadura mais consistentes entre projetos.</p>\n<figure data-asset-id=\"0b97f49e-f205-43ee-b5de-00b203e18a3a\" data-image-id=\"0b97f49e-f205-43ee-b5de-00b203e18a3a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/139beb9e-2e4e-4581-8a6b-e076578371d0/Weld%20sizing%20to%20capacity%20estimation1.png\" data-asset-id=\"0b97f49e-f205-43ee-b5de-00b203e18a3a\" data-image-id=\"0b97f49e-f205-43ee-b5de-00b203e18a3a\" alt=\"\"></figure>\n<p><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>Soldaduras de chanfro com penetração parcial (PJP)</strong></a><strong> </strong>(versão 24.0, 24.1, 25.0)</p>\n<p>A integração de soldaduras de chanfro com penetração parcial de junta, ou soldaduras de topo com penetração parcial de junta, ou simplesmente soldaduras PJP no IDEA StatiCa Connection responde aos requisitos específicos estabelecidos para soldaduras de topo PJP, distintos dos aplicáveis a soldaduras de filete.</p>\n<figure data-asset-id=\"d6fde932-e78a-4406-835a-8ff0ea82666c\" data-image-id=\"d6fde932-e78a-4406-835a-8ff0ea82666c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8a95f95-4aa5-4b9e-9b51-d58130c4afab/Partial%20Joint%20Penetration%20%28PJP%29%20groove%20weld.png\" data-asset-id=\"d6fde932-e78a-4406-835a-8ff0ea82666c\" data-image-id=\"d6fde932-e78a-4406-835a-8ff0ea82666c\" alt=\"\"></figure>\n<p>A dimensão de uma soldadura de penetração parcial é considerada na análise com o mesmo valor introduzido. O IDEA StatiCa não aplica quaisquer ajustes, como a redução da dimensão nominal da soldadura — esta é da responsabilidade do utilizador antes da introdução dos dados.</p>\n<figure data-asset-id=\"4a731e96-e34c-4966-ad18-956f693bdf7d\" data-image-id=\"4a731e96-e34c-4966-ad18-956f693bdf7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1dd7c48e-f81a-4570-a239-8aa1a096c24d/Partial%20Joint%20Penetration%20%28PJP%29%20groove%20welds%2018.png\" data-asset-id=\"4a731e96-e34c-4966-ad18-956f693bdf7d\" data-image-id=\"4a731e96-e34c-4966-ad18-956f693bdf7d\" alt=\"\"></figure>\n<p><strong>Avisos relacionados com elementos de soldadura (versão 24.1)</strong></p>\n<p>Existem dois tipos de avisos incorporados:</p>\n<ul>\n <li>'Tipo de soldadura alterado para soldadura de topo devido a ligação aresta-a-aresta' (alteração do tipo de soldadura causada por uma ação de modelação)</li>\n <li>'A soldadura não foi criada devido a restrições geométricas' (abrange situações em que imprecisões na geometria causam a criação mal sucedida da soldadura)</li>\n</ul>\n<p><a data-item-id=\"b69964d5-581d-4184-bddd-80b58f80a902\" href=\"\"><strong>Melhorias regionais (versão 25.0)</strong></a></p>\n<p>Para engenheiros locais, a versão 25.0 oferece várias melhorias, como soldaduras PJP no Eurocódigo, implementação do novo ACI e não apenas para engenheiros dos EUA, verificações de ancoragem para a norma chinesa, diferenciação da terminologia britânica e americana, entre outras.</p>\n<p><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\"><strong>Área de distribuição da soldadura (versão 25.0)</strong></a></p>\n<p>A área de distribuição da soldadura foi ligeiramente alterada na versão 25.0. No artigo seguinte, é explicado de forma clara como funciona agora a distribuição de forças de uma chapa para outra através das soldaduras.</p>\n<p>A área de distribuição da soldadura difere significativamente entre soldaduras de topo e soldaduras de filete. A área de distribuição da aresta da chapa para a superfície de outra chapa é definida de acordo com a figura seguinte:</p>\n<figure data-asset-id=\"c98458a8-ce28-4e04-b397-4caa3bbe7d66\" data-image-id=\"c98458a8-ce28-4e04-b397-4caa3bbe7d66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c15a1435-db8f-4d2a-84e1-51a0e516a84b/Weld%20spreading%20area%20v25.png\" data-asset-id=\"c98458a8-ce28-4e04-b397-4caa3bbe7d66\" data-image-id=\"c98458a8-ce28-4e04-b397-4caa3bbe7d66\" alt=\"\"></figure>\n<p>A força proveniente da chapa de aresta é então distribuída pelos nós da chapa de superfície com base na proximidade do nó à área de distribuição da soldadura.</p>\n<figure data-asset-id=\"99fa11e5-36be-46c2-9621-b7f333b81639\" data-image-id=\"99fa11e5-36be-46c2-9621-b7f333b81639\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7ab584c9-fd6e-4489-969d-fd851e41008e/Weld%20spreading%20area%20-%20nodal%20forces.png\" data-asset-id=\"99fa11e5-36be-46c2-9621-b7f333b81639\" data-image-id=\"99fa11e5-36be-46c2-9621-b7f333b81639\" alt=\"\"></figure>\n<p>O que implica a alteração na versão 25.0?</p>\n<ul>\n <li>A área de distribuição foi reduzida para soldaduras de topo</li>\n <li>A área de distribuição das soldaduras de filete reflete agora com maior precisão a dimensão da soldadura de filete</li>\n <li>A espessura da chapa de superfície deixou de ser relevante para a área de distribuição da soldadura</li>\n</ul>\n<p>Por que razão foram efetuadas as alterações?</p>\n<ul>\n <li>Recentemente, realizámos um <a data-item-id=\"7f29d59b-f37a-45fe-abf2-4bc19bc48be4\" href=\"\">projeto conjunto</a> com a <a href=\"https://www.uc.pt/en/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Universidade de Coimbra</a> e o <a href=\"https://isise.net/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">ISISE</a>. O objetivo do projeto foi criar uma série de modelos numéricos no <a href=\"https://www.3ds.com/products/simulia/abaqus\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Abaqus</a> (pacote de software de elementos finitos gerais com elementos finitos sólidos) e comparar os resultados com o IDEA StatiCa Connection (elementos finitos de casca). O foco incide sobre ligações momento viga-coluna soldadas. A comparação mostra que:\n <ul>\n <li>Os resultados de colunas laminadas sem uma força de compressão significativa na coluna apresentam boa concordância </li>\n <li>Os resultados de colunas soldadas de topo são ligeiramente não conservativos (em 5,8%). É por esta razão que esta alteração — redução da área de distribuição da soldadura para soldaduras de topo — foi efetuada.</li>\n </ul>\n </li>\n</ul>\n<figure data-asset-id=\"5de940cd-26fb-4fb3-893d-5ed36e92b164\" data-image-id=\"5de940cd-26fb-4fb3-893d-5ed36e92b164\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/577d9983-9802-49ac-b805-f267c33c2280/AbaqusCoimbra.png\" data-asset-id=\"5de940cd-26fb-4fb3-893d-5ed36e92b164\" data-image-id=\"5de940cd-26fb-4fb3-893d-5ed36e92b164\" alt=\"\"></figure>\n<figure data-asset-id=\"39492685-bd8a-4093-b540-660750c99c2f\" data-image-id=\"39492685-bd8a-4093-b540-660750c99c2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/66a85600-5ee6-4108-8dc2-36a915e7e09f/Contemplated%20geometries.png\" data-asset-id=\"39492685-bd8a-4093-b540-660750c99c2f\" data-image-id=\"39492685-bd8a-4093-b540-660750c99c2f\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4b383e3f_3dd9_013b_6344_6c743338ed27\"></object>\n<p><strong>Soldadura de chapa circular (versão 26.0)</strong></p>\n<p>As chapas de enrijecimento circulares são frequentemente utilizadas para reforçar almas esbeltas, mas antes da versão 26.0 não era possível definir soldaduras para estas chapas diretamente.</p>\n<p>Como resultado, os utilizadores tinham de recorrer a soluções alternativas, tipicamente importando a chapa como um polígono a partir de DXF, o que acrescentava passos desnecessários e reduzia a eficiência da modelação.</p>\n<p>Com esta atualização, as soldaduras podem agora ser definidas <strong>diretamente para chapas de enrijecimento com forma circular</strong>. A chapa é internamente discretizada em segmentos, de forma semelhante às secções ocas circulares, garantindo um comportamento de análise preciso. O número de segmentos respeita as <a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Definições do projeto</a> globais, assegurando consistência em todo o modelo.</p>\n<figure data-asset-id=\"b35bf18f-05c5-431c-8ed3-5c3739ee5d6e\" data-image-id=\"b35bf18f-05c5-431c-8ed3-5c3739ee5d6e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4393742b-3339-49ac-aa9e-848b9c4b336d/Circular%20plate%20welds_01.png\" data-asset-id=\"b35bf18f-05c5-431c-8ed3-5c3739ee5d6e\" data-image-id=\"b35bf18f-05c5-431c-8ed3-5c3739ee5d6e\" alt=\"\"></figure>\n<p><br></p>\n<h2>Webinars e vídeos</h2>\n<p>No passado, realizámos vários webinars sobre a modelação de ligações soldadas. Pode encontrar inspiração nas seguintes gravações:</p>\n<h4>Soldaduras e Parafusos no IDEA StatiCa (AISC)</h4>\n<p>A <a data-item-id=\"b8ee28ec-bc18-4a92-8c48-5e922b160899\" href=\"\">sessão de webinar</a> aborda a teoria subjacente aos parafusos e soldaduras e como são modelados no IDEA StatiCa. Além disso, as operações destes dois componentes serão detalhadas, bem como algumas dicas. Por fim, será explicada a interpretação dos resultados e as fórmulas utilizadas para verificar que cumprem os requisitos AISC.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7a790b13_5f71_01b0_799e_426ba776f74b\"></object>\n<h4>Compreender os resultados de soldaduras para o Eurocódigo</h4>\n<p>A tabela detalhada com resultados pode ser consultada em todas as fórmulas, incluindo os valores. As tensões direcionais também são fornecidas. A utilização da soldadura é evidente. Mas a utilização global Utc é calculada a partir da capacidade de toda a soldadura. Veja como funciona.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ec13a949_8ce9_0186_ecea_603695ecf7f0\"></object>\n<h4>É possível encontrar correspondência entre a tensão na soldadura e os cálculos manuais?</h4>\n<p>A tensão numa soldadura é calculada nas direções principais de acordo com o EC e os resultados são fornecidos nos separadores de resultados. Embora a análise no IDEA StatiCa Connection seja baseada no CBFEM, em casos simples, a tensão pode ser comparada com cálculos manuais para verificar os valores obtidos.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9e3608a1_846e_013a_5add_26a3ffd56bd8\"></object>\n<h4>Definição de soldaduras de filete ao longo de uma alma de SHS e uma superfície de chapa</h4>\n<p>As secções ocas e, principalmente, os cantos curvos das suas secções transversais são por vezes difíceis de tratar no que respeita à soldadura, entre outros aspetos. Veja como definir corretamente uma soldadura de filete simples em ambos os lados de um elemento SHS, ao longo dos seus cantos que têm de ser ligados à superfície de uma chapa.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n657cc63f_3f18_0120_a4bc_261f403905b1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b5c0bd1f_10f2_01f8_581b_3ef52c52d34d\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Welds",
"codename": "welds"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9600
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "weld-welds-in-idea-statica"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"weld-welds-in-idea-statica\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Soldadura / Soldaduras no IDEA StatiCa"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "No artigo, pode encontrar toda a informação necessária sobre soldaduras e ligações soldadas. O modelo de soldadura é descrito, bem como uma demonstração do fluxo de trabalho na aplicação."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:43</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "welds__general_article_",
"collection": "default",
"id": "23e17b5c-1590-48e1-be86-e6141d9b6c02",
"language": "pt-PT",
"lastModified": "2026-04-15T12:43:46.7962433Z",
"name": "Weld / Welds in IDEA StatiCa",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"support_center_articles": {
"name": "Support center article",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "support_center_article"
},
"blog_categories": {
"name": "Blog category",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "blog_category"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "labels"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "product_group"
},
"include_webinars": {
"name": "Include webinars",
"type": "multiple_choice",
"value": []
},
"include_case_studies": {
"name": "Only case studies",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ea170ce6_7ca2_01df_69d4_4eb4da64abfd",
"collection": "default",
"id": "ea170ce6-7ca2-01df-69d4-4eb4da64abfd",
"language": "pt-PT",
"lastModified": "2026-04-15T11:26:57.9887434Z",
"name": "ea170ce6-7ca2-01df-69d4-4eb4da64abfd",
"sitemapLocations": [],
"type": "widget_support_center_articles",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "steel___v2",
"linkId": "f6acf868-1f2d-48e6-8ccb-711f6883d5f7",
"urlSlug": "steel",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>O contacto é eficaz apenas à compressão, enquanto as soldaduras transferem forças de corte e de tração.</p>\n<p>Uma soldadura é muito rígida e tem de ser carregada até ceder ligeiramente para permitir que o contacto entre em ação. Isso significa que existe tensão significativa mesmo em soldaduras à compressão com contacto. No entanto, isso não diminui a resistência de tal soldadura ao corte.</p>\n<p>Uma soldadura de filete com contacto tem um novo símbolo: um triângulo com uma seta (verificação e relatório). Uma explicação do símbolo foi também adicionada ao relatório.</p>\n<p>Os utilizadores devem ter em conta que as soldaduras são geralmente verificadas à compressão. Se a transmissão de carga de compressão for permitida por contacto, as superfícies devem ser cortadas com precisão e não deve existir folga.</p>\n<p>Quando o elemento é cortado com precisão, é possível assumir a transferência de forças de compressão por contacto e as soldaduras transferem apenas forças de tração e de corte. Isto é comummente utilizado especialmente em placas de base de colunas, principalmente nas regiões da Europa Ocidental.</p>\n<p>Lembre-se – é da responsabilidade do utilizador garantir a ausência de folga e o corte preciso do elemento. </p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p>Disponível nas edições <strong>Expert</strong> e <strong>Enhanced</strong> do <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bb8ad97f_1409_01c3_0129_0347897651ea\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bb8fd1e5_c99b_0159_8bf9_b6e28c4646af\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ea170ce6_7ca2_01df_69d4_4eb4da64abfd\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Contacts",
"codename": "contacts"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
},
{
"name": "AISC (USA)",
"codename": "aisc"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "combining-weld-and-contact-operations"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"combining-weld-and-contact-operations\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Combinando operações de soldadura e contacto"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A operação de soldadura e contacto ajuda a reduzir a dimensão das soldaduras. Poupe o material utilizado nas soldaduras e a mão de obra e, assim, reduza os custos! Torne o dimensionamento estrutural de ligações de aço e elementos mais eficaz do que nunca!"
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:26</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "weld_and_contact",
"collection": "default",
"id": "ddfe7eda-4125-461a-b0f1-90de133d5cc6",
"language": "pt-PT",
"lastModified": "2026-04-15T11:26:57.9887434Z",
"name": "RN 22.1: Combining weld and contact operations",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Contactos entre chapas de ligação de aço"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Structural design of a steel connection - Plate model and mesh convergence 1200 x 630.png",
"description": null,
"type": "image/png",
"size": 147666,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bafc425d-f2cb-42c1-97e9-9731805f1904/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence%201200%20x%20630.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "636a0d8a-150f-43a6-89a2-fc32d594385b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c1c19e97-c73b-4e5c-b40e-1655f9e9d1d3/Structural%20design%20of%20a%20steel%20connection%20-%20Contacts%20between%20plates.png",
"height": 409,
"width": 1446
},
{
"description": null,
"imageId": "8ec0bea6-f990-4e43-81bf-a34c76e6dc74",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/02e3e1c2-223a-4a9f-800d-935e7b3dac76/edge-to-edge-contact.png",
"height": 846,
"width": 646
},
{
"description": null,
"imageId": "e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/02d6ce4a-86b1-4eac-9525-c59772b520e3/edge-to-surface-contact.png",
"height": 767,
"width": 1255
},
{
"description": null,
"imageId": "c159e0e3-13d4-46a1-8c23-e93ae0d81678",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3762ca8b-a140-47c8-a32e-3e2db2d6ca4d/contacts.png",
"height": 767,
"width": 1637
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "contact_stress_between_two_plates",
"linkId": "22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2",
"urlSlug": "contact-stress-between-two-plates",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>O método de penalidade padrão é recomendado para modelar o contacto entre chapas. Se for detetada a penetração de um nó numa superfície de contacto oposta, é adicionada rigidez de penalidade entre o nó e a chapa oposta. A rigidez de penalidade é controlada por um algoritmo heurístico durante a iteração não linear para obter uma melhor convergência. O solver deteta automaticamente o ponto de penetração e resolve a distribuição de forças de contacto entre o nó penetrado e os nós na chapa oposta. Isto permite a criação de contacto entre malhas diferentes, como ilustrado. A vantagem do método de penalidade é a montagem automática do modelo. O contacto entre as chapas tem um impacto significativo na redistribuição de forças na ligação.</p>\n<figure data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c1c19e97-c73b-4e5c-b40e-1655f9e9d1d3/Structural%20design%20of%20a%20steel%20connection%20-%20Contacts%20between%20plates.png\" data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" alt=\"\"></figure>\n<p><em>Exemplo de separação de chapas em contacto entre a alma e os banzos de duas madres em Z sobrepostas</em></p>\n<p>É possível adicionar contacto entre</p>\n<ul>\n <li>duas superfícies,</li>\n <li>dois bordos,</li>\n <li>bordo e superfície.</li>\n</ul>\n<figure data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/02e3e1c2-223a-4a9f-800d-935e7b3dac76/edge-to-edge-contact.png\" data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" alt=\"\"></figure>\n<p><em>Exemplo de contacto bordo a bordo entre o assento e a placa de extremidade</em></p>\n<figure data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/02d6ce4a-86b1-4eac-9525-c59772b520e3/edge-to-surface-contact.png\" data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" alt=\"\"></figure>\n<p><em>Exemplo de contacto bordo a superfície entre o banzo inferior da viga e o banzo do pilar</em></p>\n<p>As <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">tensões nos contactos</a> podem ser visualizadas, e os valores são apresentados na tabela de verificação das chapas. No entanto, as tensões de contacto são apenas informativas e não são utilizadas em nenhuma verificação normativa. Além disso, a tensão na espessura dos elementos de casca não é considerada. </p>\n<figure data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3762ca8b-a140-47c8-a32e-3e2db2d6ca4d/contacts.png\" data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" alt=\"\"></figure>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background___general___plate_model_and",
"theoretical_background___general___welds",
"bolted_plate_to_plate_connection__aisc_",
"theoretical_background___general"
],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "CBFEM",
"codename": "cbfem"
},
{
"name": "Contacts",
"codename": "contacts"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "contacts"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"contacts\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Contactos entre chapas de ligação de aço"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "IDEA StatiCa Connection base teórica para o dimensionamento estrutural avançado de ligações de aço. Descrição dos contactos e a sua aplicação no CBFEM. Dimensionamento estrutural de ligações de aço soldadas e aparafusadas."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:14</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "theoretical_background___general___contacts",
"collection": "default",
"id": "6f860695-11fe-4c42-97ae-d8458876f7f6",
"language": "pt-PT",
"lastModified": "2026-04-15T10:14:51.5515267Z",
"name": "Theoretical background – General – Contacts",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
},
{
"name": "Expert",
"codename": "expert"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Overall check",
"codename": "check"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "contact-stress-between-two-plates"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"contact-stress-between-two-plates\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Tensão de contacto entre duas chapas"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O contacto não linear entre chapas é essencial para um correto dimensionamento de ligações de aço."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:44</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "contact_stress_between_two_plates",
"collection": "default",
"id": "22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2",
"language": "pt-PT",
"lastModified": "2026-04-15T11:44:38.374357Z",
"name": "RN 20.0: Contact stress between two plates",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Placa de base parcialmente apoiada"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "PartialAnchoring_MainPicture.PNG",
"description": null,
"type": "image/png",
"size": 146907,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a0ed56f-c56f-40c8-af8f-abb74fdfb4e6/PartialAnchoring_MainPicture.PNG",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "125a7658-7acb-4353-ac91-ee0828ae9bd0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2007451c-4a0a-4256-871b-719e7ad0d9ac/PartialAnchoring.PNG",
"height": 771,
"width": 638
},
{
"description": null,
"imageId": "31054945-6614-49c5-a68c-879d22cd1b9f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ae47264b-c982-483d-bf60-5a07af38abb9/PartialAnchoring2.PNG",
"height": 384,
"width": 604
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A ancoragem das ligações de aço é agora ainda mais versátil, com a possibilidade de apoiar parcialmente a placa de base ou o elemento.</p>\n<figure data-asset-id=\"125a7658-7acb-4353-ac91-ee0828ae9bd0\" data-image-id=\"125a7658-7acb-4353-ac91-ee0828ae9bd0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2007451c-4a0a-4256-871b-719e7ad0d9ac/PartialAnchoring.PNG\" data-asset-id=\"125a7658-7acb-4353-ac91-ee0828ae9bd0\" data-image-id=\"125a7658-7acb-4353-ac91-ee0828ae9bd0\" alt=\"\"></figure>\n<figure data-asset-id=\"31054945-6614-49c5-a68c-879d22cd1b9f\" data-image-id=\"31054945-6614-49c5-a68c-879d22cd1b9f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ae47264b-c982-483d-bf60-5a07af38abb9/PartialAnchoring2.PNG\" data-asset-id=\"31054945-6614-49c5-a68c-879d22cd1b9f\" data-image-id=\"31054945-6614-49c5-a68c-879d22cd1b9f\" alt=\"\"></figure>\n<p><em>Ancoragem geral do elemento com bloco de fundação em betão de apoio parcial definido.</em></p>\n<p>Esta funcionalidade está disponível para a versão <strong>Expert</strong> e <strong>Enhanced</strong> do produto IDEA StatiCa Steel.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
},
{
"name": "Expert",
"codename": "expert"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Anchoring",
"codename": "anchoring"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "partially-supported-base-plate"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"partially-supported-base-plate\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Placa de base parcialmente apoiada"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A ancoragem das ligações de aço é agora ainda mais versátil, com a possibilidade de apoiar parcialmente a placa de base ou o elemento."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:44</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "partially_supported_base_plate",
"collection": "default",
"id": "4abf1291-75e0-4633-8f41-f787f63e5f8f",
"language": "pt-PT",
"lastModified": "2026-04-15T11:44:37.498022Z",
"name": "RN 20.0: Partially supported base plate",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Favoritos da biblioteca de secções transversais"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Cross-section library favorites_MainPicture.png",
"description": null,
"type": "image/png",
"size": 48166,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f8a008e6-dfcd-4d27-9a93-753753fb4b98/Cross-section%20library%20favorites_MainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "99051a0c-1cb3-495b-9f97-56dcb0935952",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c08fd35c-e9f7-4e25-bc4e-3d2c29a8f577/Profiles_IN.png",
"height": 490,
"width": 346
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>As bases de dados da biblioteca de secções transversais contêm secções transversais típicas para oito normas de dimensionamento nacionais, com um total de mais de mil itens. Isso representa um vasto leque de possibilidades para o dimensionamento. No entanto, pode também tornar o processo de listagem e localização da secção transversal pretendida pouco prático, especialmente no caso de dimensionamento repetitivo de ligações. A partir da versão 20, o utilizador pode facilmente marcar a família de secções transversais pretendida como favorita e visualizá-la separadamente do restante da base de dados. Isto acelera significativamente o processo de dimensionamento.</p>\n<figure data-asset-id=\"99051a0c-1cb3-495b-9f97-56dcb0935952\" data-image-id=\"99051a0c-1cb3-495b-9f97-56dcb0935952\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c08fd35c-e9f7-4e25-bc4e-3d2c29a8f577/Profiles_IN.png\" data-asset-id=\"99051a0c-1cb3-495b-9f97-56dcb0935952\" data-image-id=\"99051a0c-1cb3-495b-9f97-56dcb0935952\" alt=\"\"></figure>\n<p><em>Secções transversais favoritas definidas pelo utilizador.</em></p>\n<p>Esta funcionalidade está disponível para a versão <strong>Expert</strong> e <strong>Enhanced</strong> do produto IDEA StatiCa Steel.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
},
{
"name": "Expert",
"codename": "expert"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Cross-sections",
"codename": "cross_sections"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "cross-section-library-favorites"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"cross-section-library-favorites\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Favoritos da biblioteca de secções transversais"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "As bases de dados da biblioteca de secções transversais contêm secções transversais típicas para oito normas de dimensionamento nacionais, com um total de mais de mil itens."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:45</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "cross_section_library_favorites",
"collection": "default",
"id": "71d5abf9-fbb5-419d-94bd-c2752edf272a",
"language": "pt-PT",
"lastModified": "2026-04-15T11:45:03.1318557Z",
"name": "RN 20.0: Cross-section library favorites",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Ordem de itens baseada na região na biblioteca de secções transversais"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Regional-based item order in the cross-section library_MainPicture.png",
"description": null,
"type": "image/png",
"size": 153549,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7975a801-98b2-4a7d-bb0e-4ce954db9a06/Regional-based%20item%20order%20in%20the%20cross-section%20library_MainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "7b172517-7b33-42a5-914c-832d5028ae91",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ac5fa390-46d0-4740-8e85-92304d56ec05/Location.png",
"height": 332,
"width": 636
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>O IDEA StatiCa reorganiza automaticamente a ordem dos itens de secção transversal com base no código de dimensionamento selecionado ao iniciar o IDEA StatiCa Connection. Graças a esta funcionalidade, por exemplo, engenheiros dos EUA que utilizam o código AISC terão as secções transversais relevantes do AISC nas primeiras linhas da biblioteca. Estas definições podem ser configuradas individualmente por todos os utilizadores em toda a organização, de forma a acelerar o trabalho de cada engenheiro.</p>\n<figure data-asset-id=\"7b172517-7b33-42a5-914c-832d5028ae91\" data-image-id=\"7b172517-7b33-42a5-914c-832d5028ae91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ac5fa390-46d0-4740-8e85-92304d56ec05/Location.png\" data-asset-id=\"7b172517-7b33-42a5-914c-832d5028ae91\" data-image-id=\"7b172517-7b33-42a5-914c-832d5028ae91\" alt=\"\"></figure>\n<p><em>Opções de preferências do utilizador disponíveis durante o primeiro arranque do IDEA StatiCa Connection.</em></p>\n<p>Esta funcionalidade está disponível para a versão <strong>Expert</strong> e <strong>Enhanced</strong> do IDEA StatiCa Steel.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Cross-sections",
"codename": "cross_sections"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "regional-based-item-order-in-the-cross-section-library"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"regional-based-item-order-in-the-cross-section-library\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Ordem de itens baseada na região na biblioteca de secções transversais"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O IDEA StatiCa reorganiza automaticamente a ordem dos itens de secção transversal com base no código de dimensionamento selecionado ao iniciar o IDEA StatiCa Connection."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:45</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "regional_based_item_order_in_the_cross_section_lib",
"collection": "default",
"id": "38f38056-23ec-409e-af0d-7a1d0c6cfcd6",
"language": "pt-PT",
"lastModified": "2026-04-15T11:45:07.2814394Z",
"name": "RN 20.0: Regional-based item order in the cross-section library",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "GUI unificado para CAD e FEA"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Unified GUI for CAD and FEA_MainPicture.png",
"description": null,
"type": "image/png",
"size": 141384,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1c78ea8c-e60d-4f04-a6da-ada2ecfb25e2/Unified%20GUI%20for%20CAD%20and%20FEA_MainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "955ee5ca-2305-48d4-85d8-57d7da93f9c2",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9e702aa2-05aa-48a9-927f-e114c11dcf8f/CCM.png",
"height": 743,
"width": 815
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A interface de utilizador da aplicação IDEA StatiCa é a chave para um fluxo de trabalho diário eficiente. A partir de agora, a interface de utilizador do Code-check manager está unificada para aplicações CAD e FEA, podendo ser utilizada para exportar, gerir, recalcular ou sincronizar todos os itens de ligação ou itens de elemento.</p>\n<figure data-asset-id=\"955ee5ca-2305-48d4-85d8-57d7da93f9c2\" data-image-id=\"955ee5ca-2305-48d4-85d8-57d7da93f9c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9e702aa2-05aa-48a9-927f-e114c11dcf8f/CCM.png\" data-asset-id=\"955ee5ca-2305-48d4-85d8-57d7da93f9c2\" data-image-id=\"955ee5ca-2305-48d4-85d8-57d7da93f9c2\" alt=\"\"></figure>\n<p><em>Aplicação Code-check manager.</em></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "unified-gui-for-cad-and-fea"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"unified-gui-for-cad-and-fea\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "GUI unificado para CAD e FEA"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O Code-check manager está unificado para aplicações CAD e FEA. Utilize-o para exportar, gerir, recalcular ou sincronizar todos os itens de ligação ou itens de elemento."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:45</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "unified_gui_for_cad_and_fea",
"collection": "default",
"id": "bbe4d6d7-8fed-4050-8a2d-e7edcc4a57f5",
"language": "pt-PT",
"lastModified": "2026-04-15T11:45:59.3172385Z",
"name": "RN 20.0: Unified GUI for CAD and FEA",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Tekla Structures, Advance Steel e Revit"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Todas as ligações CAD são agora suportadas pela mesma tecnologia, o que nos permite melhorar a funcionalidade de uma só vez para todas as aplicações CAD. No IDEA StatiCa 20 foi implementada uma nova forma de importação de vigas com secções transversais assimétricas, como perfis em L, perfis em U, etc. Agora, o posicionamento da secção transversal é importado exatamente como está definido na aplicação CAD, sem alterações adicionais.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Advance Steel",
"codename": "advance_steel"
},
{
"name": "Tekla Structures",
"codename": "tekla_structures"
},
{
"name": "Revit",
"codename": "revit"
},
{
"name": "BIM link",
"codename": "bim_links"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "tekla-structures-advance-steel-and-revit"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"tekla-structures-advance-steel-and-revit\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "no",
"codename": "false"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Tekla Structures, Advance Steel e Revit"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Todas as ligações CAD são agora suportadas pela mesma tecnologia, o que nos permite melhorar a funcionalidade de uma só vez para todas as aplicações CAD."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:47</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "untitled_content_item_3be21b7",
"collection": "default",
"id": "3be21b7b-39e2-421b-8616-23c41b1322dc",
"language": "pt-PT",
"lastModified": "2026-04-15T11:47:41.281032Z",
"name": "RN 20.0: Tekla Structures, Advance Steel and Revit",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Seleção múltipla e exportação a partir de software de análise por elementos finitos"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Multiple selection and export from FEA_MainPicture.png",
"description": null,
"type": "image/png",
"size": 404747,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0a0ef5d4-a327-4d86-8467-c0b9c8c062e7/Multiple%20selection%20and%20export%20from%20FEA_MainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "cef1fddb-6668-4742-b824-2bb67c1a99c2",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png",
"height": 716,
"width": 1277
},
{
"description": null,
"imageId": "e9760022-8172-4b1c-9b61-4bddad5cb758",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png",
"height": 269,
"width": 675
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A importação a partir de aplicações de análise por elementos finitos é agora mais fácil do que nunca: o utilizador pode selecionar múltiplos nós e o Code-check manager importará todos eles como ligações únicas. O IDEA StatiCa integra-se automaticamente no seu software durante a instalação, adicionando um novo comando à faixa de opções.</p>\n<figure data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png\" data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" alt=\"\"></figure>\n<p>Ao executar este comando, abra o Code-check manager. Arraste o rato para selecionar em massa os nós pretendidos e clique no botão Connection para importar todos os dados de uma só vez. Após abrir e dimensionar as juntas importadas uma a uma, pode executar a análise em massa para efetuar a verificação normativa de todas as ligações de uma só vez.</p>\n<p>Tire partido da função de sincronização — se alterar algo (por exemplo, combinação de ações, secção transversal de um elemento) no modelo estrutural, com um único clique carrega os novos dados para todas as juntas da lista, mantendo o dimensionamento. Em seguida, clique em calcular tudo para verificar as verificações normativas dos modelos de ligação atualizados.</p>\n<figure data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png\" data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" alt=\"\"></figure>\n<p>Esta funcionalidade está disponível em qualquer pacote IDEA StatiCa Steel. O Cálculo em Massa e a Sincronização de todos os itens listados estão disponíveis apenas no pacote Enhanced do IDEA StatiCa Steel.</p>\n<p>Note que, para o SCIA Engineer, o Code-check manager ainda não foi implementado e a ligação BIM importa apenas nós individuais, um de cada vez.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Member",
"codename": "member"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "multiple-selection-and-export-from-fea-software"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"multiple-selection-and-export-from-fea-software\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "no",
"codename": "false"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Seleção múltipla e exportação a partir de software de análise por elementos finitos"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A importação a partir de aplicações de análise por elementos finitos é agora mais fácil do que nunca: o utilizador pode selecionar múltiplos nós e o Code-check manager importará todos eles como ligações únicas."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:46</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "multiple_selection_and_export_from_fea",
"collection": "default",
"id": "c5e26403-ee9d-4fff-a76a-6d3a8fc63c7f",
"language": "pt-PT",
"lastModified": "2026-04-15T11:46:18.1405842Z",
"name": "RN 20.0: Multiple selection and export from FEA software",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "IDEA StatiCa Member BETA"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "IDEA StatiCa Member BETA_MainPicture.png",
"description": null,
"type": "image/png",
"size": 181732,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e5a06a87-f232-43ef-992a-a01a9b8afb6c/IDEA%20StatiCa%20Member%20BETA_MainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "d73471e9-a10b-47e6-8ab6-30ce1532d00b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/364c1d4e-29f1-4979-9d44-ccee71d65d2a/Member1.png",
"height": 202,
"width": 594
},
{
"description": null,
"imageId": "c2907b43-ddfa-489b-97b7-deec573a3901",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/55b3087c-5662-4633-9546-caca44c5aa19/Member2.png",
"height": 347,
"width": 432
},
{
"description": null,
"imageId": "6b094856-629f-4ce5-a74e-a89cfccca180",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1adbdc89-6033-4de6-b17e-eb2391f920ae/Member_oper.png",
"height": 275,
"width": 1163
}
],
"linkedItemCodenames": [
"take_idea_statica_24_0_for_a_test_drive_today"
],
"linkedItems": [
"[Circular Reference]"
],
"links": [
{
"codename": "steel___v2",
"linkId": "f6acf868-1f2d-48e6-8ccb-711f6883d5f7",
"urlSlug": "steel",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>A versão BETA do IDEA StatiCa foi um sucesso! Tornou-se instantaneamente uma das aplicações IDEA StatiCa mais lançadas. Com base no feedback dos utilizadores, melhorámos várias funcionalidades de interface gráfica e de verificação normativa.</p>\n<p>Em conjunto com as equipas universitárias, concluímos a maior parte do trabalho de verificação e validação. As análises MNA e LBA do IDEA StatiCa Member foram corretamente testadas em múltiplos ensaios e exemplos. A verificação e validação da análise GMNIA para elementos de secção laminada a quente também foi testada. No entanto, devemos admitir que o processo de verificação é extraordinariamente laborioso, e o trabalho para elementos de secção soldada ainda está em operação.</p>\n<p>O IDEA StatiCa 20 traz uma versão melhorada do IDEA StatiCa Member para que os engenheiros estruturais possam tratar adequadamente problemas de encurvadura e estabilidade em projetos de aço de complexidade variável.</p>\n<p>Para suportar fluxos de trabalho eficientes, implementámos ligações BIM com várias aplicações de análise por elementos finitos – SAP 2000, ETABS, Autodesk Robot Structural Analysis, RFEM/RSTAB e AxisVM.</p>\n<figure data-asset-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\" data-image-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/364c1d4e-29f1-4979-9d44-ccee71d65d2a/Member1.png\" data-asset-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\" data-image-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\" alt=\"\"></figure>\n<p><em>Encurvadura global e local simulada no IDEA StatiCa Member BETA</em></p>\n<p>O IDEA StatiCa Member está automaticamente disponível para todos os utilizadores com licença IDEA StatiCa Steel, edição Enhanced. Mais informações, tutoriais, projetos de exemplo e muito mais podem ser encontrados nas nossas <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">páginas de Aço</a>.</p>\n<figure data-asset-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\" data-image-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/55b3087c-5662-4633-9546-caca44c5aa19/Member2.png\" data-asset-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\" data-image-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\" alt=\"\"></figure>\n<p><em>Encurvadura de um pórtico no IDEA StatiCa Member BETA</em></p>\n<p>As operações de fabrico na versão anterior da aplicação Member eram limitadas. A partir de agora, é disponibilizado o pleno potencial de dimensionamento com cinco novas operações de fabrico, tais como o corte de um elemento, corte de uma chapa, elemento de enrijecimento, soldadura geral e enrijecedor transversal.</p>\n<figure data-asset-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\" data-image-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1adbdc89-6033-4de6-b17e-eb2391f920ae/Member_oper.png\" data-asset-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\" data-image-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\" alt=\"\"></figure>\n<p>Operações de fabrico do IDEA StatiCa Member.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"why_idea_statica_member_",
"release_notes_idea_statica_steel_20",
"theoretical_background_47e9c7c",
"member_model_organization___faq"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Por que IDEA StatiCa Member?"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Why IDEA StatiCa Member.png",
"description": null,
"type": "image/png",
"size": 142190,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/75fe37ba-fcb0-434c-a288-ec39adf44aa5/Why%20IDEA%20StatiCa%20Member.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"n267b76ef_e695_01a6_60d2_6a3805eeec6b"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtube.com/embed/XQPyD8wDTPo?start=258"
}
},
"system": {
"codename": "n267b76ef_e695_01a6_60d2_6a3805eeec6b",
"collection": "default",
"id": "267b76ef-e695-01a6-60d2-6a3805eeec6b",
"language": "pt-PT",
"lastModified": "2026-04-15T10:30:05.7993372Z",
"name": "267b76ef-e695-01a6-60d2-6a3805eeec6b",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Está a pensar experimentar a nossa mais recente aplicação IDEA StatiCa Member? Não tem a certeza do que é capaz de fazer?</p>\n<p>Veja a breve apresentação que lhe irá apresentar o Member.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n267b76ef_e695_01a6_60d2_6a3805eeec6b\"></object>\n<p><br></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Member design",
"codename": "member_design"
},
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "FAQ",
"codename": "faq"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Member",
"codename": "member"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "CBFEM",
"codename": "cbfem"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "why-idea-statica-member"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"why-idea-statica-member\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Por que IDEA StatiCa Member?"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "IDEA StatiCa Member é uma nova aplicação para análise estrutural e dimensionamento de elementos de aço, que demonstra as possibilidades de cálculo."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:30</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "why_idea_statica_member_",
"collection": "default",
"id": "d8ff8bed-0ad6-5205-9cb2-d5942d64f32b",
"language": "pt-PT",
"lastModified": "2026-04-15T10:30:05.7993372Z",
"name": "Why IDEA StatiCa Member?",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "IDEA StatiCa Member – Estabilidade de elementos"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Member Buckling.png",
"description": null,
"type": "image/png",
"size": 65020,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1ba57de3-c5f5-4b79-b642-8421b3861521/Member%20Buckling.png",
"width": 700,
"height": 600,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "cc2022de-6af3-42e9-a875-2b78b7234833",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/74d4085a-18b2-4846-893e-28f37ae58e99/uncommon.jpg",
"height": 343,
"width": 1719
},
{
"description": null,
"imageId": "8e0094d0-5e3a-41b1-803e-5987063c0d01",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/27fcb565-bf6f-4539-be1f-6d7837cb8f22/column.png",
"height": 977,
"width": 1315
},
{
"description": null,
"imageId": "86b2b918-9d8a-4faa-a804-6e053b11c491",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/43045856-e046-4f37-8e0e-9638e078e5ff/frame.png",
"height": 654,
"width": 762
},
{
"description": null,
"imageId": "33abc0f9-65c7-434e-a5d4-42f6c21b1990",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4645d491-3009-42ac-90fe-127971e5b9c0/new.png",
"height": 1080,
"width": 2000
},
{
"description": null,
"imageId": "c92095b3-2dd6-4f09-a19f-d74328a72941",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/27dcde34-9280-494d-b35f-a4f8e0d1edbe/analyzed.png",
"height": 931,
"width": 1315
},
{
"description": null,
"imageId": "81d47b0e-bbe7-4c43-bf01-158e82a280b6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bed2729c-92ea-47d7-badc-70b09c0efd15/related.png",
"height": 741,
"width": 1060
},
{
"description": null,
"imageId": "850b4f4a-02ab-46c6-8b76-e56bc35c8c9b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0747a490-1594-46c5-9eff-9363a0ce0b38/end_support.png",
"height": 754,
"width": 1030
},
{
"description": null,
"imageId": "c1a3a829-8dea-4918-8802-933ca5e0bc91",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b417e132-da74-4c1f-a27a-dbbc4dbacf75/line_load.png",
"height": 749,
"width": 1298
},
{
"description": null,
"imageId": "cc764761-3bcf-4d11-849d-37cb6f6baad0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bdce5327-5e95-404d-885a-83d0a10ff656/end_forces.png",
"height": 383,
"width": 354
},
{
"description": null,
"imageId": "ff1920cf-80c8-469b-9f97-d2910059f8c1",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3c04867f-df4f-46fe-a2c3-93e9f22f473d/girder.png",
"height": 673,
"width": 855
},
{
"description": null,
"imageId": "c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9404b896-8194-426a-b03c-0d51d40ada29/deformation.png",
"height": 467,
"width": 988
},
{
"description": null,
"imageId": "4d8bf85f-5978-40a9-8698-781126639f8a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/13c6a0b4-a9de-4ec6-864a-b86132d11788/buckling.png",
"height": 251,
"width": 559
},
{
"description": null,
"imageId": "4a87d912-cc54-4809-b5ef-797e0f8203dc",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f1e697d8-8c3e-41b7-9c60-7a53661b6240/stress-strain.PNG",
"height": 912,
"width": 1399
},
{
"description": null,
"imageId": "1c01a679-f090-4ba8-b08e-c064056bb7fd",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/05436bd7-2718-4de3-9865-6fc39cbe056a/LBA.png",
"height": 970,
"width": 1188
},
{
"description": null,
"imageId": "4df8f705-9299-40b9-8e40-ab792eb45162",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2e089209-f335-4202-8d16-ab8cbfe3ab69/LBA2.png",
"height": 946,
"width": 1259
},
{
"description": null,
"imageId": "ae6ee348-af7d-4b98-8126-86b54969ac6c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8001e1c4-c682-4144-965e-120c259dd7da/convergence.png",
"height": 1013,
"width": 1464
},
{
"description": null,
"imageId": "49816952-a698-4e24-b839-5cab45446b5b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/61f0d4bf-61c3-4889-8c1f-eafcbbf86129/global_sway_imperfections.png",
"height": 545,
"width": 1317
},
{
"description": null,
"imageId": "578ee1bc-2bac-435f-b751-334b1b687080",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f979b9c8-b298-4559-9b56-c017e2e3f063/local_bow_imperfections.png",
"height": 281,
"width": 706
},
{
"description": null,
"imageId": "3c24e3eb-5d6b-4e19-bfd6-0117da347858",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bcf2854b-9463-4e53-94c8-01335eed3bfe/Class%204%20member.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "644ee41f-1a85-49bc-8d9b-7b5df0e51bc0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0ab79d33-15c5-4c12-9ad9-f876391d6118/class4_2.png",
"height": 995,
"width": 1240
}
],
"linkedItemCodenames": [
"ba56dd40_3675_01ab_476d_5ad917adf405",
"n2967cc45_75a3_01d9_c7a9_7acaf9d83ba8",
"n129a4f61_75f4_01d7_1713_5ae2cac676cd",
"n2a3a999d_5500_0167_05cc_49904a52c7b7",
"n5974f07f_8d8b_0167_d6a4_2a9648f40c1f",
"cfe60624_1502_014a_85b0_203859ecefc9",
"n727bb609_c25a_014a_9538_b4dbc71ea4a2",
"n893172f4_7b51_013a_c795_4da8ef55dea6",
"n08edda81_6c17_0155_36bb_c5b113881ca1",
"n002cca2f_87ad_010e_8694_0ffe101921ee",
"n4abd83d9_034b_012d_68cd_aba612e154ef",
"n3e8218c8_394b_01d8_ab8d_620aa1c774e2",
"n365184bc_fa17_0124_efd3_279b69079e69",
"n11860ace_183a_01a2_86c0_6032a2155083",
"n80b980ac_8a7c_0129_dfe6_23dbb35e5e93",
"n390088f0_8d58_0141_63b7_e1244b80e2c2"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Introdução geral"
},
"id": {
"name": "ID",
"type": "text",
"value": "Introdução geral"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ba56dd40_3675_01ab_476d_5ad917adf405",
"collection": "default",
"id": "ba56dd40-3675-01ab-476d-5ad917adf405",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "ba56dd40-3675-01ab-476d-5ad917adf405",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Descrição do modelo"
},
"id": {
"name": "ID",
"type": "text",
"value": "Descrição do modelo"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n2967cc45_75a3_01d9_c7a9_7acaf9d83ba8",
"collection": "default",
"id": "2967cc45-75a3-01d9-c7a9-7acaf9d83ba8",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "2967cc45-75a3-01d9-c7a9-7acaf9d83ba8",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Elemento analisado"
},
"id": {
"name": "ID",
"type": "text",
"value": "Elemento analisado"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n129a4f61_75f4_01d7_1713_5ae2cac676cd",
"collection": "default",
"id": "129a4f61-75f4-01d7-1713-5ae2cac676cd",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "129a4f61-75f4-01d7-1713-5ae2cac676cd",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Elementos relacionados"
},
"id": {
"name": "ID",
"type": "text",
"value": "Elementos relacionados"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n2a3a999d_5500_0167_05cc_49904a52c7b7",
"collection": "default",
"id": "2a3a999d-5500-0167-05cc-49904a52c7b7",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "2a3a999d-5500-0167-05cc-49904a52c7b7",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Ligações"
},
"id": {
"name": "ID",
"type": "text",
"value": "Ligações"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n5974f07f_8d8b_0167_d6a4_2a9648f40c1f",
"collection": "default",
"id": "5974f07f-8d8b-0167-d6a4-2a9648f40c1f",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "5974f07f-8d8b-0167-d6a4-2a9648f40c1f",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Apoios"
},
"id": {
"name": "ID",
"type": "text",
"value": "Apoios"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "cfe60624_1502_014a_85b0_203859ecefc9",
"collection": "default",
"id": "cfe60624-1502-014a-85b0-203859ecefc9",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "cfe60624-1502-014a-85b0-203859ecefc9",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Ações"
},
"id": {
"name": "ID",
"type": "text",
"value": "Ações"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n727bb609_c25a_014a_9538_b4dbc71ea4a2",
"collection": "default",
"id": "727bb609-c25a-014a-9538-b4dbc71ea4a2",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "727bb609-c25a-014a-9538-b4dbc71ea4a2",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Exemplo prático"
},
"id": {
"name": "ID",
"type": "text",
"value": "Exemplo prático"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n893172f4_7b51_013a_c795_4da8ef55dea6",
"collection": "default",
"id": "893172f4-7b51-013a-c795-4da8ef55dea6",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "893172f4-7b51-013a-c795-4da8ef55dea6",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Análise"
},
"id": {
"name": "ID",
"type": "text",
"value": "Análise"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n08edda81_6c17_0155_36bb_c5b113881ca1",
"collection": "default",
"id": "08edda81-6c17-0155-36bb-c5b113881ca1",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "08edda81-6c17-0155-36bb-c5b113881ca1",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Imperfeições"
},
"id": {
"name": "ID",
"type": "text",
"value": "Imperfeições"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n002cca2f_87ad_010e_8694_0ffe101921ee",
"collection": "default",
"id": "002cca2f-87ad-010e-8694-0ffe101921ee",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "002cca2f-87ad-010e-8694-0ffe101921ee",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Imperfeições globais"
},
"id": {
"name": "ID",
"type": "text",
"value": "Imperfeições globais"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n4abd83d9_034b_012d_68cd_aba612e154ef",
"collection": "default",
"id": "4abd83d9-034b-012d-68cd-aba612e154ef",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "4abd83d9-034b-012d-68cd-aba612e154ef",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Imperfeições locais de elementos"
},
"id": {
"name": "ID",
"type": "text",
"value": "Imperfeições locais de elementos"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n3e8218c8_394b_01d8_ab8d_620aa1c774e2",
"collection": "default",
"id": "3e8218c8-394b-01d8-ab8d-620aa1c774e2",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "3e8218c8-394b-01d8-ab8d-620aa1c774e2",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Imperfeições locais de chapas esbeltas de elementos"
},
"id": {
"name": "ID",
"type": "text",
"value": "Imperfeições locais de chapas esbeltas de elementos"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n365184bc_fa17_0124_efd3_279b69079e69",
"collection": "default",
"id": "365184bc-fa17-0124-efd3-279b69079e69",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "365184bc-fa17-0124-efd3-279b69079e69",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Aplicação de imperfeições no IDEA StatiCa Member"
},
"id": {
"name": "ID",
"type": "text",
"value": "Aplicação de imperfeições no IDEA StatiCa Member"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n11860ace_183a_01a2_86c0_6032a2155083",
"collection": "default",
"id": "11860ace-183a-01a2-86c0-6032a2155083",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "11860ace-183a-01a2-86c0-6032a2155083",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Dimensionamento avançado segundo a AISC 360-16"
},
"id": {
"name": "ID",
"type": "text",
"value": "Dimensionamento avançado segundo a AISC 360-16"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n80b980ac_8a7c_0129_dfe6_23dbb35e5e93",
"collection": "default",
"id": "80b980ac-8a7c-0129-dfe6-23dbb35e5e93",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "80b980ac-8a7c-0129-dfe6-23dbb35e5e93",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "CONTEÚDO RELACIONADO"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [
"lateral_torsional_buckling",
"geometrically_and_materially_nonlinear_analysis_wi_d325d54"
],
"linkedItems": []
},
"support_center_articles": {
"name": "Support center article",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "support_center_article"
},
"blog_categories": {
"name": "Blog category",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "blog_category"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "labels"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "product_group"
},
"include_webinars": {
"name": "Include webinars",
"type": "multiple_choice",
"value": []
},
"include_case_studies": {
"name": "Only case studies",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n390088f0_8d58_0141_63b7_e1244b80e2c2",
"collection": "default",
"id": "390088f0-8d58-0141-63b7-e1244b80e2c2",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "390088f0-8d58-0141-63b7-e1244b80e2c2",
"sitemapLocations": [],
"type": "widget_support_center_articles",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "steel___member",
"linkId": "e2fb6b14-f5e4-4b81-8322-71acd2cdf487",
"urlSlug": "steel-member-design",
"type": "landing_page"
},
{
"codename": "sap2000",
"linkId": "f8ccda8e-8a66-4344-981a-306fb7ae32ee",
"urlSlug": "sap2000steel",
"type": "bim_link"
},
{
"codename": "robot_structural_analysis_professional_steel",
"linkId": "80a7fef2-d973-40ce-bfb5-d9011621b61f",
"urlSlug": "robot-structural-analysis-professional-steel",
"type": "bim_link"
},
{
"codename": "scia_engineer_steel",
"linkId": "be6dde66-abca-45f1-bb7e-88207fe4101e",
"urlSlug": "scia-engineer-steel",
"type": "bim_link"
},
{
"codename": "design_v2",
"linkId": "b0a659df-8f92-4d1f-abb6-2efa02bad946",
"urlSlug": "connection-design",
"type": "landing_page"
},
{
"codename": "landing_page___steel_verification",
"linkId": "06158daa-1491-4e83-ac34-4964bd5a3c63",
"urlSlug": "steel-verification",
"type": "landing_page"
},
{
"codename": "equilibrium_and_supporting_member",
"linkId": "f32270b7-97ff-5d81-94b7-35e6b51c7dde",
"urlSlug": "equilibrium-and-supporting-member",
"type": "support_center_article"
},
{
"codename": "what_is_the_cbfem_",
"linkId": "6e068636-6a02-5d0e-89ad-6dcff4e21151",
"urlSlug": "what-is-the-cbfem",
"type": "support_center_article"
},
{
"codename": "geometrically_and_materially_nonlinear_analysis_wi_d325d54",
"linkId": "d325d54b-9398-4e52-9f22-8dae5de26435",
"urlSlug": "geometrically-and-materially-nonlinear-analysis-with-imperfections-gmnia-of-beams-in-bending",
"type": "support_center_article"
},
{
"codename": "theoretical_background___general",
"linkId": "d4aa2923-a94a-4c40-8fd8-93608acbf893",
"urlSlug": "general-theoretical-background",
"type": "support_center_article"
},
{
"codename": "contact_stress_between_two_plates",
"linkId": "22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2",
"urlSlug": "contact-stress-between-two-plates",
"type": "support_center_article"
},
{
"codename": "lateral_torsional_buckling",
"linkId": "f91fda51-8880-42ba-8247-ab0f268c9c11",
"urlSlug": "lateral-torsional-buckling",
"type": "blog_post"
},
{
"codename": "impact_of_boundary_conditions",
"linkId": "f2efd563-1240-50af-b65f-6e7bf3faf01e",
"urlSlug": "member-boundary-conditions",
"type": "support_center_article"
},
{
"codename": "imperfections",
"linkId": "8df78392-c0d8-51ab-bb62-e811552eae4a",
"urlSlug": "how-to-input-imperfections-in-member",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ba56dd40_3675_01ab_476d_5ad917adf405\"></object>\n<h2>Introdução geral </h2>\n<p><a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a> é um software de engenharia estrutural para o dimensionamento estrutural e verificação normativa de elementos de aço, incluindo as suas ligações e os elementos vizinhos necessários (vigas e pilares).</p>\n<p><br></p>\n<figure data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/74d4085a-18b2-4846-893e-28f37ae58e99/uncommon.jpg\" data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" alt=\"\"></figure>\n<p><em>Exemplos típicos de elementos de aço não correntes</em></p>\n<p>Existem muitas ferramentas excelentes para o dimensionamento de pórticos de aço 3D – <a data-item-id=\"f8ccda8e-8a66-4344-981a-306fb7ae32ee\" href=\"\">SAP2000</a>, <a data-item-id=\"80a7fef2-d973-40ce-bfb5-d9011621b61f\" href=\"\">Robot Structural Analysis</a>, <a data-item-id=\"be6dde66-abca-45f1-bb7e-88207fe4101e\" href=\"\">SCIA Engineer</a>, etc.<br>Cobrem quase todos os requisitos dos projetistas de estruturas de aço. No entanto, persistem dúvidas em várias questões, principalmente em:</p>\n<ul>\n <li>Ligações, detalhes, nós</li>\n <li>Estabilidade e encurvadura</li>\n</ul>\n<p>A IDEA StatiCa está focada nas partes mais complexas das estruturas de aço e oferece:</p>\n<ol>\n <li><a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA StatiCa Connection</a> para verificação de nós e ligações de qualquer topologia</li>\n <li><a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a> para resolver todos os tópicos pouco claros de estabilidade e encurvadura</li>\n</ol>\n<p>Cada engenheiro estrutural calcula habitualmente a estrutura de aço em algum software de análise por elementos finitos 3D. De seguida, é necessário analisar os elementos de aço um a um e efetuar duas verificações principais:</p>\n<ul>\n <li>Verificação de secção</li>\n <li>Verificação de estabilidade</li>\n</ul>\n<p>Utiliza os esforços internos calculados e aplica as fórmulas de análise definidas maioritariamente na norma de dimensionamento nacional.</p>\n<p>A mesma abordagem é aplicada no Member para aço.</p>\n<p>O engenheiro estrutural calcula a estrutura de aço (pórtico) em software de análise por elementos finitos 3D. O elemento analisado e todos os elementos a ele relacionados são separados da estrutura 3D modelada e resolvidos utilizando o <a data-item-id=\"06158daa-1491-4e83-ac34-4964bd5a3c63\" href=\"\">CBFEM</a>.</p>\n<ul>\n <li>A análise global do pórtico de aço é realizada em software de análise por elementos finitos 3D.</li>\n <li>Todos os elementos analisados são modelados pelo CBFEM.</li>\n <li>Um modelo mais simplificado é utilizado para todos os elementos relacionados (ligados nos nós). Os elementos relacionados podem ser apoiados nas extremidades.</li>\n <li>Os nós e as ligações são dimensionados na interface do IDEA StatiCa Connection.</li>\n <li>Operações de fabrico específicas podem ser aplicadas ao elemento – enrijecedores transversais ou longitudinais, aberturas, cortes...</li>\n <li>As ações podem ser aplicadas nos elementos e nas extremidades dos elementos relacionados (princípio de <a data-item-id=\"f32270b7-97ff-5d81-94b7-35e6b51c7dde\" href=\"\">equilíbrio</a> como no Connection).\n <ul>\n <li>O elemento analisado é carregado por ações normalizadas derivadas dos esforços internos calculados (durante a importação do modelo e dos casos de carga). O utilizador pode selecionar a posição da carga, por exemplo, no banzo superior da viga.</li>\n <li>Os elementos relacionados são carregados por ações normalizadas e esforços internos nas extremidades.</li>\n </ul>\n </li>\n</ul>\n<figure data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/27fcb565-bf6f-4539-be1f-6d7837cb8f22/column.png\" data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" alt=\"\"></figure>\n<p><a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\"><em>CBFEM</em></a><em> modelo de um pilar. Um pilar analisado, quatro elementos relacionados e um modelo preciso de ancoragem</em></p>\n<figure data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/43045856-e046-4f37-8e0e-9638e078e5ff/frame.png\" data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" alt=\"\"></figure>\n<p><em>Modelo CBFEM de uma viga alveolar entre dois pilares</em></p>\n<p>O modelo de análise do Member é criado pelo CBFEM. O Member disponibiliza três tipos de análise:</p>\n<ul>\n <li>MNA – Análise Materialmente Não-linear.</li>\n <li>LBA – Análise Linear de Encurvadura (estabilidade)</li>\n <li><a data-item-id=\"d325d54b-9398-4e52-9f22-8dae5de26435\" href=\"\">GMNIA</a> – Análise Geometricamente e Materialmente Não-linear com Imperfeições</li>\n</ul>\n<p>Os engenheiros estruturais podem realizar no Member, a um nível muito mais elevado, a mesma verificação que nos fluxos de trabalho normalizados:</p>\n<ul>\n <li>Verificação de secção: é utilizada a MNA. É aplicada uma verificação de deformação de 5 %.</li>\n <li>Verificação de estabilidade: a LBA indica a forma do colapso por instabilidade e aconselha como deve ser definida a imperfeição. A GMNIA é utilizada posteriormente. É aplicada uma verificação de deformação de 5 % ou o atingimento da carga máxima (fim da convergência).</li>\n</ul>\n<p>É utilizado o mesmo modelo que no IDEA StatiCa Connection – Método dos Elementos Finitos Baseado em Componentes – CBFEM:</p>\n<p><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">Fundamentos Teóricos do IDEA StatiCa Connection</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2967cc45_75a3_01d9_c7a9_7acaf9d83ba8\"></object>\n<h2>Descrição do modelo</h2>\n<p>A aplicação IDEA StatiCa Member trabalha com um modelo multinível da estrutura com ações combinadas. O objetivo é a investigação e verificação adequadas dos elementos selecionados de uma estrutura – elementos \"analisados\".</p>\n<p>As restantes partes do modelo são:</p>\n<ul>\n <li>Elemento(s) relacionado(s) – todos os elementos ligados ao(s) elemento(s) analisado(s)</li>\n <li>Ligação(ões) – ligação(ões) CBFEM dos elementos analisados e relacionados</li>\n <li>Apoios de extremidade nos elementos relacionados</li>\n <li>Ações no elemento analisado</li>\n <li>Ações nos elementos relacionados</li>\n <li>Esforços de extremidade nos elementos relacionados</li>\n</ul>\n<figure data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4645d491-3009-42ac-90fe-127971e5b9c0/new.png\" data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" alt=\"\"></figure>\n<p><em>Modelo CBFEM de um elemento como parte de um sistema de contraventamento sísmico</em></p>\n<p>O elemento analisado é \"recortado\" da estrutura e investigado separadamente. Todas as ações no elemento analisado e nos elementos relacionados devem ser aplicadas tal como no modelo 3D da estrutura completa. Nos pontos de \"corte\", efetuados nas extremidades dos elementos relacionados, os esforços internos são aplicados como ações nos elementos. A estrutura recortada, carregada desta forma, encontra-se em equilíbrio. Isto significa que, teoricamente, não são necessários apoios para o modelo analítico. O modelo <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM</a> é mais preciso do que um modelo de elemento normalizado. Trata-se de uma vantagem, mas também provoca uma infração parcial do equilíbrio. Por isso, é útil aplicar apoios nas extremidades das vigas relacionadas. Os apoios devem ser definidos de forma a permitir o mesmo comportamento da estrutura recortada que o verificado na estrutura completa. O programa deixa esta decisão ao critério do engenheiro estrutural.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n129a4f61_75f4_01d7_1713_5ae2cac676cd\"></object>\n<h2>Elemento analisado</h2>\n<p>O elemento analisado é o elemento investigado sobre o qual as ações são diretamente aplicadas. As ações no elemento analisado podem ser aplicadas ao eixo do elemento ou diretamente às <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">chapas</a> individuais do elemento com a área real de carregamento. Os elementos analisados são modelados integralmente com elementos de casca.</p>\n<figure data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/27dcde34-9280-494d-b35f-a4f8e0d1edbe/analyzed.png\" data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" alt=\"\"></figure>\n<p><em>Modelo do elemento analisado</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2a3a999d_5500_0167_05cc_49904a52c7b7\"></object>\n<h2>Elementos relacionados</h2>\n<p>Os elementos relacionados dividem-se numa parte de troço curto adjacente ao elemento analisado e numa parte simplificada no restante do elemento relacionado. O troço curto é modelado por elementos de casca (modelo CBFEM completo) e as partes simplificadas por elementos de barra 1D simples com seis graus de liberdade. Apenas a parte necessária próxima da junta com o elemento analisado (o troço curto) é modelada por elementos de casca, de forma a acelerar o cálculo. As extremidades dos elementos relacionados são apoiadas por restrições definidas pelo utilizador de translação ou rotação em direção arbitrária nas coordenadas locais do elemento relacionado.</p>\n<figure data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bed2729c-92ea-47d7-badc-70b09c0efd15/related.png\" data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" alt=\"\"></figure>\n<p><em>Modelo de vigas relacionadas</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5974f07f_8d8b_0167_d6a4_2a9648f40c1f\"></object>\n<h2>Ligações</h2>\n<p>As ligações entre os elementos analisados e os elementos relacionados são devidamente definidas da forma como são modeladas no <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA StatiCa Connection</a>. Note-se que não são verificadas no <a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a>, uma vez que esta aplicação trabalha com ações críticas para o elemento e não para as ligações. A verificação normativa adequada das ligações deve ser efetuada no IDEA StatiCa Connection.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cfe60624_1502_014a_85b0_203859ecefc9\"></object>\n<h2>Apoios</h2>\n<p>O IDEA StatiCa Member acrescenta um segundo nível de análise por elementos finitos do(s) elemento(s) selecionado(s). O primeiro nível é realizado no programa de análise por elementos finitos 3D normalizado. O segundo nível utiliza os esforços internos calculados no primeiro nível. A estrutura carregada desta forma encontra-se em equilíbrio.</p>\n<p>Um modelo mais preciso (por exemplo, excentricidades locais dos elementos, comprimentos reais dos elementos...) e, em especial, as imperfeições impostas para a análise GMNIA fazem com que o equilíbrio não seja mantido. Recomenda-se um apoio razoável baseado no critério do engenheiro estrutural.</p>\n<p>Apoios normalizados podem ser definidos nas extremidades dos elementos relacionados. As três translações e as três rotações podem ser eliminadas pelo apoio. Os apoios são definidos no sistema de coordenadas local do elemento.</p>\n<figure data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0747a490-1594-46c5-9eff-9363a0ce0b38/end_support.png\" data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" alt=\"\"></figure>\n<p><em>Apoios de extremidade no elemento relacionado – terça; direção x e as 3 rotações estão apoiadas</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n727bb609_c25a_014a_9538_b4dbc71ea4a2\"></object>\n<h2>Ações</h2>\n<p>O elemento analisado (ou parte de uma estrutura) deve ser carregado tal como é carregado na estrutura completa. O peso próprio não é aplicado automaticamente; apenas as ações definidas pelo utilizador são consideradas. As seguintes ações são aplicadas:</p>\n<ul>\n <li>Cargas lineares no elemento analisado e nos elementos relacionados</li>\n <li>Esforços internos nas secções de extremidade dos elementos relacionados</li>\n</ul>\n<h3>Cargas lineares</h3>\n<p>O engenheiro estrutural conhece muito bem as cargas lineares e as cargas pontuais do software de análise por elementos finitos 3D. Tais cargas são idealizadas para efeitos de elementos 1D. Não existem na realidade. As cargas reais são geralmente planares, ou cargas de superfície, ou os elementos são carregados através das ligações de outros elementos.</p>\n<p>O utilizador pode aplicar cargas lineares nos elementos analisados, mas deve acrescentar mais detalhes – em que banzo ou alma é aplicada a carga, a largura da área carregada, etc. Também as cargas pontuais são melhor introduzidas como cargas planares de comprimento e largura específicos.</p>\n<p>As cargas lineares nos elementos relacionados são aplicadas da forma normalizada, tal como no software de análise por elementos finitos 3D.</p>\n<figure data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b417e132-da74-4c1f-a27a-dbbc4dbacf75/line_load.png\" data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" alt=\"\"></figure>\n<p><em>A carga pontual é introduzida como carga linear com uma largura específica</em></p>\n<h3>Esforços de extremidade</h3>\n<p>Esforços internos nas secções de extremidade dos elementos relacionados. São aplicados como ações nos elementos relacionados. É muito semelhante ao carregamento de elementos nos modelos de ligações no IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bdce5327-5e95-404d-885a-83d0a10ff656/end_forces.png\" data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" alt=\"\"></figure>\n<p><em>Esforços internos como ações na extremidade do elemento relacionado</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n893172f4_7b51_013a_c795_4da8ef55dea6\"></object>\n<h2>Exemplo prático</h2>\n<p>O processo de montagem do modelo CBFEM é apresentado no exemplo seguinte.</p>\n<p>O projetista necessita de verificar a resistência à <a data-item-id=\"f91fda51-8880-42ba-8247-ab0f268c9c11\" href=\"\">encurvadura lateral-torcional</a> de uma viga num pórtico. Se for utilizada a abordagem normalizada, o pórtico completo é calculado em software de análise por elementos finitos 3D. De seguida, a viga é verificada separadamente. As <a data-item-id=\"f2efd563-1240-50af-b65f-6e7bf3faf01e\" href=\"\">condições de fronteira</a> são decididas; as normas utilizam geralmente a hipótese de apoios rígidos ou articulados. Em geral, pode também ser selecionada uma mola de junta semi-rígida. Esta decisão é um fator determinante na avaliação da resistência à encurvadura lateral-torcional e depende inteiramente da estimativa do projetista. Os esforços internos calculados são comparados com a resistência à encurvadura lateral-torcional determinada por fórmulas analíticas.</p>\n<p>A aplicação Member utiliza exatamente os mesmos princípios. O elemento analisado é recortado do modelo completo da estrutura. As condições de fronteira não são estimadas, mas todas as partes de ligação são modeladas com precisão. O problema das condições de fronteira não é completamente resolvido devido à necessidade de apoiar as extremidades dos elementos relacionados. Os apoios dos elementos relacionados dependem da decisão do projetista, mas a sua influência na resistência à carga do elemento analisado é menor em várias ordens de grandeza comparativamente à abordagem normalizada.</p>\n<figure data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3c04867f-df4f-46fe-a2c3-93e9f22f473d/girder.png\" data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" alt=\"\"></figure>\n<p><em>Exemplo do modelo de viga com juntas, elementos relacionados e ações</em></p>\n<p>O elemento analisado AM1 – a viga – é carregado por uma carga contínua atuando no banzo superior. As juntas são modeladas e verificadas no IDEA StatiCa Connection.</p>\n<p>Os pilares são os elementos relacionados no modelo. Estão encastrados na base. No topo, são apoiados apenas na direção transversal (<em>y</em>, <em>z</em>). Isso permite carregar os pilares com o peso do restante da estrutura – por força normal e momento fletor neste exemplo. As suas magnitudes correspondem aos esforços internos resolvidos no modelo 3D em software de análise por elementos finitos. Não existe nenhuma outra ação a atuar nos pilares.</p>\n<p>Os outros elementos relacionados são as vigas secundárias. São simplesmente apoiadas e as ações reais são-lhes aplicadas ao longo de todo o comprimento. Nas suas extremidades, são aplicados apoios simples com a restrição adicional de rotação em torno do eixo longitudinal <em>x</em>.</p>\n<p>Naturalmente, o modelo CBFEM é também de alguma forma simplificado. No entanto, descreve o comportamento do elemento analisado com maior precisão do que a abordagem normalizada baseada em fórmulas analíticas e na estimativa das condições de fronteira e do diagrama de momentos fletores.</p>\n<p>As figuras seguintes mostram o comportamento esperado da viga.</p>\n<figure data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9404b896-8194-426a-b03c-0d51d40ada29/deformation.png\" data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" alt=\"\"></figure>\n<p><em>Deformação da viga determinada pela MNA</em></p>\n<figure data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/13c6a0b4-a9de-4ec6-864a-b86132d11788/buckling.png\" data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" alt=\"\"></figure>\n<p><em>Forma modal de encurvadura determinada pela LBA</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n08edda81_6c17_0155_36bb_c5b113881ca1\"></object>\n<h2>Análise</h2>\n<p>O IDEA StatiCa Member é capaz de realizar três tipos de análise:</p>\n<ol>\n <li>Análise Materialmente Não-linear</li>\n <li>Análise Linear de Encurvadura</li>\n <li>Análise Geometricamente e Materialmente Não-linear com Imperfeições</li>\n</ol>\n<p>As duas primeiras análises podem ser utilizadas para verificações normativas de elementos, por exemplo, utilizando o Método Geral (EN 1993-1-1, Cl. 6.3.4), mas são maioritariamente utilizadas para a preparação da terceira análise, a mais precisa.</p>\n<h3>Análise Materialmente Não-linear (MNA)</h3>\n<p>A análise estática materialmente não-linear e geometricamente linear é suficiente para elementos robustos sem problemas de encurvadura. O objetivo da aplicação IDEA StatiCa Member é resolver elementos complexos, pelo que a análise MNA geralmente não é suficiente para uma avaliação completa. Esta análise é necessária para realizar outros tipos de análise.</p>\n<figure data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f1e697d8-8c3e-41b7-9c60-7a53661b6240/stress-strain.PNG\" data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" alt=\"\"></figure>\n<p><em>Diagramas de material do aço em modelos numéricos</em></p>\n<h3>Análise Linear de Encurvadura (LBA)</h3>\n<p>A estrutura é considerada perfeita, sem quaisquer imperfeições geométricas ou materiais, e o material é elástico neste tipo de análise. A análise linear de encurvadura fornece o fator <em>α</em><sub>cr</sub> – amplificador mínimo das ações de cálculo para atingir a resistência crítica elástica do componente estrutural. O fator determina a carga quando é atingida a carga crítica de encurvadura de Euler. A carga de encurvadura real de uma estrutura real e imperfeita pode ser muito inferior, pelo que se recomenda uma margem de segurança elevada:</p>\n<ul>\n <li><em>α</em><sub>cr</sub> > 15 – utilizar MNA</li>\n <li><em>α</em><sub>cr</sub> < 15 – utilizar GMNIA</li>\n</ul>\n<p>Outro resultado da LBA com igual importância é a forma modal de encurvadura. Fornece informação sobre qual a parte da estrutura modelada que perde estabilidade. O utilizador deve verificar todas as formas modais de encurvadura e selecionar as mais relevantes para a aplicação de imperfeições. As formas modais de encurvadura relevantes causam geralmente uma deflexão sinusoidal de meia-onda do elemento analisado ou encurvadura local de chapas esbeltas.</p>\n<figure data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/05436bd7-2718-4de3-9865-6fc39cbe056a/LBA.png\" data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" alt=\"\"></figure>\n<p><em>Formas modais de encurvadura</em></p>\n<p>A forma modal de encurvadura também nos fornece informação sobre se o elemento colapsa por encurvadura por flexão em torno do eixo mais fraco ou mais forte, encurvadura torsional (pilares carregados axialmente) ou encurvadura lateral-torcional (vigas fletidas) ou encurvadura local (elementos com chapas esbeltas). Note-se que, em estruturas complexas, as formas modais de encurvadura podem combinar a encurvadura de vários elementos com formas diversas. Além disso, se for modelado um pórtico completo, o pórtico encurvará como um todo e não os pilares e a viga separadamente.</p>\n<figure data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2e089209-f335-4202-8d16-ab8cbfe3ab69/LBA2.png\" data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" alt=\"\"></figure>\n<p><em>Encurvadura por flexão, torsional, lateral-torcional</em></p>\n<p>Para calcular as formas modais de encurvadura, é utilizado o algoritmo de Lanczos.</p>\n<p>Uma limitação deste algoritmo é que, se existirem múltiplas formas de encurvadura para o mesmo fator de encurvadura ou para fatores muito semelhantes, o método apenas é capaz de calcular uma das formas. Isto pode ocorrer tipicamente em estruturas de paredes finas, para as quais as formas correspondentes a um único fator de encurvadura podem assumir muitas configurações, pelo que o utilizador deve estar ciente desta limitação.</p>\n<p>Para cada forma modal de encurvadura, existe sempre uma segunda forma modal com o mesmo fator de encurvadura, mas com deformação de sinal oposto. Isto deve ser tido em conta ao combinar formas para definir uma imperfeição para a GMNIA – o utilizador poderá querer utilizar uma forma modal de encurvadura com sinal oposto se a forma resultante for mais crítica em combinação com um modo de encurvadura diferente.</p>\n<p>As formas modais de encurvadura são diretamente utilizadas para a aplicação de imperfeições no tipo de análise mais sofisticado – GMNIA.</p>\n<h3>Análise Geometricamente e Materialmente Não-linear com Imperfeições (GMNIA)</h3>\n<p>A análise geometricamente e materialmente não-linear com imperfeições é o tipo de análise mais sofisticado para carregamento estático. Todas as imperfeições (espessura variável de chapas, falta de retilineidade, tensões residuais, não-homogeneidades do material, desalinhamento de apoios...) são substituídas por imperfeições geométricas equivalentes e podem ser definidas utilizando as formas modais de encurvadura calculadas pela LBA. O utilizador seleciona a amplitude máxima da forma modal de encurvadura utilizada para a imperfeição. A descrição das imperfeições encontra-se no capítulo seguinte.</p>\n<h3>Interpretação dos resultados</h3>\n<p>A maioria das normas de dimensionamento reconhece dois estados limite – de utilização e último.</p>\n<h4>Estado limite de utilização</h4>\n<p>As normas de dimensionamento estabelecem limites para a deformação dos elementos. Estes podem ser verificados comparando a deformação do elemento analisado com os limites estabelecidos.</p>\n<h4>Estado limite último</h4>\n<p>O estado limite último pode ser atingido pelo alcance de um valor limite da deformação principal de membrana – recomendado como 5 % – ou pelo alcance da carga máxima para elementos suscetíveis à encurvadura. A carga máxima é atingida quando o solver deixa de convergir (porque o modelo é carregado por forças e não por deslocamentos). O fim da convergência significa que nenhum incremento de carga pode ser aplicado ao modelo, e a análise pode parar abaixo de 100 % da carga definida. O ramo descendente do diagrama carga-deformação não pode ser capturado.</p>\n<figure data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8001e1c4-c682-4144-965e-120c259dd7da/convergence.png\" data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" alt=\"\"></figure>\n<p><em>Fim da convergência na GMNIA</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n002cca2f_87ad_010e_8694_0ffe101921ee\"></object>\n<h2>Imperfeições</h2>\n<p>As imperfeições são inexatidões nos apoios, tensões residuais nos elementos, espessuras variáveis de chapas, falta de retilineidade dos elementos, etc. Todas estas imperfeições são simuladas por imperfeições geométricas equivalentes. Podem ser considerados três tipos de imperfeições geométricas:</p>\n<ol>\n <li>Imperfeições globais da estrutura</li>\n <li>Imperfeições locais de elementos</li>\n <li>Imperfeições locais de chapas esbeltas de elementos</li>\n</ol>\n<p>Existem diretrizes, por exemplo, na EN 1993-1-1 e na EN 1993-1-5 para cada tipo de imperfeição.</p>\n<p>Note-se que, em geral, devem ser investigadas formas de imperfeição com sinais positivo e negativo (direções diferentes). Apenas quando a geometria é simétrica é que ambas as direções de imperfeição fornecem os mesmos resultados, podendo apenas uma ser investigada.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4abd83d9_034b_012d_68cd_aba612e154ef\"></object>\n<h2>Imperfeições globais</h2>\n<p>As imperfeições globais da estrutura são descritas na EN 1993-1-1, Cl. 5.3.2 (3). A estrutura deve ser inclinada na forma de imperfeição de deslocamento lateral equivalente de acordo com a figura seguinte.</p>\n<figure data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/61f0d4bf-61c3-4889-8c1f-eafcbbf86129/global_sway_imperfections.png\" data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\" alt=\"\"></figure>\n<p><em>Imperfeição de deslocamento lateral equivalente (da EN 1993-1-1 – Figura 5.2)</em></p>\n<p>O ângulo de imperfeição é:</p>\n<p>\\[ \\phi = \\phi_0 α_h α_m \\]</p>\n<p>onde:</p>\n<ul>\n <li><em>ϕ</em><sub>0</sub> = 1/200 – valor base da imperfeição</li>\n <li>\\( 2/3 \\le α_h = \\frac{2}{\\sqrt{h}} \\le 1.0 \\) – fator de redução para a altura <em>h</em> aplicável a pilares</li>\n <li><em>h</em> – altura da estrutura em metros</li>\n <li>\\( \\alpha_m = \\sqrt{0.5 \\left ( 1+\\frac{1}{m} \\right )} \\) – fator de redução para o número de pilares numa fila</li>\n <li><em>m</em> – número de pilares numa fila, incluindo apenas os pilares que suportam uma carga vertical <em>N</em><sub>Ed</sub> não inferior a 50 % do valor médio do pilar no plano vertical considerado</li>\n</ul>\n<p>As imperfeições globais devem ser aplicadas à estrutura no modelo de análise global para obter as ações corretas. As imperfeições globais não necessitam de ser aplicadas também ao modelo na aplicação <a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a> se, por exemplo, apenas uma viga for analisada.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3e8218c8_394b_01d8_ab8d_620aa1c774e2\"></object>\n<h2>Imperfeições locais de elementos</h2>\n<p>As imperfeições locais de elementos são descritas na EN 1993-1-1, Cl. 5.3.2 (3). As imperfeições são consideradas na forma de imperfeição de curvatura local com amplitude <em>e</em><sub>0</sub>/<em>L</em>, onde <em>L</em> é o comprimento teórico do elemento (distância nó a nó).</p>\n<figure data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f979b9c8-b298-4559-9b56-c017e2e3f063/local_bow_imperfections.png\" data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" alt=\"\"></figure>\n<p><em>Valores de cálculo das imperfeições de curvatura local iniciais (da EN 1993-1-1 – Quadro 5.1)</em></p>\n<p>É utilizada a análise plástica, pelo que deve ser utilizada a coluna da direita do quadro. A amplitude <em>e</em><sub>0</sub> deve ser escolhida de acordo com o quadro acima para elementos predominantemente comprimidos onde se prevê encurvadura por flexão, torsional ou torsional-flexional. Se o elemento for predominantemente fletido e o modo de rotura principal for a encurvadura lateral-torcional, a amplitude <em>e</em><sub>0</sub> pode ser reduzida pelo fator <em>k</em> = 0,5 de acordo com a EN 1993-1-1, Cl. 5.3.4 (3).</p>\n<p>São apresentados dois exemplos:</p>\n<h4>Exemplo 1: Pilar</h4>\n<p>Um pilar com comprimento de 4 m é carregado por força axial e tem <em>α</em><sub>cr</sub> = 1,4 para encurvadura em torno do eixo mais forte e <em>α</em><sub>cr</sub> = 1,5 em torno do eixo mais fraco. Os restantes valores são significativamente mais elevados. Devem ser verificados dois casos:</p>\n<ol>\n <li>Encurvadura em torno do eixo mais forte: De acordo com o Quadro 6.2, é selecionada a curva de encurvadura a, que corresponde a uma amplitude de imperfeição <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250 para análise plástica. Portanto, é aplicada uma amplitude de 4000 / 250 = 16 mm à primeira forma modal de encurvadura. A GMNIA é executada e os estados limite são avaliados.</li>\n <li>Encurvadura em torno do eixo mais fraco: De acordo com o Quadro 6.2, é selecionada a curva de encurvadura b, que corresponde a uma amplitude de imperfeição <em>e</em><sub>0</sub> / <em>L</em> = 1 / 200 para análise plástica. Portanto, é aplicada uma amplitude de 4000 / 200 = 20 mm à segunda forma modal de encurvadura. A GMNIA é executada e os estados limite são avaliados.</li>\n</ol>\n<p>Deve ser utilizada a resistência à carga mínima. Em alternativa, ambos os modos de encurvadura podem ser utilizados simultaneamente, o que conduz a um resultado mais conservador e a um tempo de cálculo mais rápido.</p>\n<h4>Exemplo 2: Viga</h4>\n<p>Uma viga com vão teórico (distância nó a nó) de 6 m é carregada por carga transversal. A LBA mostra que a primeira forma modal de encurvadura é a encurvadura lateral-torcional com <em>α</em><sub>cr</sub> = 1,9. As restantes formas modais de encurvadura apresentam valores de <em>α</em><sub>cr</sub> significativamente mais elevados. De acordo com o Quadro 6.4, é selecionada a curva de encurvadura a, que corresponde a uma amplitude <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250. Uma vez que se investiga a encurvadura lateral-torcional, pode ser utilizado o fator <em>k</em><sub>0</sub> = 0,5. É aplicada uma amplitude de 0,5 • 6000 / 250 = 12 mm ao primeiro modo de encurvadura. A GMNIA é executada e os estados limite são avaliados.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n365184bc_fa17_0124_efd3_279b69079e69\"></object>\n<h2>Imperfeições locais de chapas esbeltas de elementos</h2>\n<p>Se os elementos forem de classe 4, devem também ser aplicadas imperfeições locais de chapas. A amplitude da imperfeição do painel deve ser <em>a</em> / 200, onde <em>a</em> é o vão mais curto do painel de acordo com a EN 1993-1-5, Cl. C.5.</p>\n<figure data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bcf2854b-9463-4e53-94c8-01335eed3bfe/Class%204%20member.png\" data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" alt=\"\"></figure>\n<p><em>Encurvadura local de chapas esbeltas</em></p>\n<p>Embora a GMNIA deva ser uma análise adequada para a avaliação de elementos esbeltos, atualmente não foram realizadas verificações e validações suficientes para confirmar que o modelo é seguro. Por isso, não é recomendado utilizar o IDEA StatiCa Member para elementos esbeltos (classe 4) por enquanto.</p>\n<figure data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0ab79d33-15c5-4c12-9ad9-f876391d6118/class4_2.png\" data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" alt=\"\"></figure>\n<p><em>Influência das imperfeições na análise numérica de chapas esbeltas</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n11860ace_183a_01a2_86c0_6032a2155083\"></object>\n<h2>Aplicação de imperfeições no IDEA StatiCa Member</h2>\n<p><a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a> permite aplicar <a data-item-id=\"8df78392-c0d8-51ab-bb62-e811552eae4a\" href=\"\">imperfeições</a> nas formas modais de encurvadura com amplitude máxima escolhida pelo utilizador em valor absoluto. Geralmente, a primeira forma modal de encurvadura com a amplitude máxima de acordo com o Quadro 5.1 da EN 1993-1-1 é suficiente. Para elementos com secção transversal de classe 4, devem ser consideradas mais formas modais de encurvadura e utilizada uma combinação de pelo menos dois modos de encurvadura. Especialmente para um modelo com mais elementos analisados, devem ser selecionadas várias formas modais de encurvadura.</p>\n<p>As imperfeições geométricas são equivalentes e não devem entrar na avaliação dos resultados, por exemplo, a deformação no estado limite de utilização. Por isso, ao visualizar os resultados, apenas são mostradas as deformações devidas ao carregamento numa estrutura não deformada pelas imperfeições.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n80b980ac_8a7c_0129_dfe6_23dbb35e5e93\"></object>\n<h2>Dimensionamento avançado segundo a AISC 360-16</h2>\n<p>A AISC 360-16 não se refere diretamente ao dimensionamento de elementos por análise de elementos finitos utilizando elementos de casca, pelo que se recomenda a utilização de um guia muito mais detalhado na EN 1993-1-5. O Comm. 1.3.3b remete para ECCS: Ultimate Limit State Calculation of Sway Frames with Rigid Joints (1984), onde é utilizado o conceito de imperfeição geométrica equivalente. O dimensionamento por análise inelástica é abordado no Apêndice 1.3. A análise inelástica deve ter em conta:</p>\n<ul>\n <li>deformações de flexão, corte, axiais e torsionais dos elementos, e todas as outras deformações de componentes e ligações que contribuem para os deslocamentos da estrutura – coberto pela utilização de GMNIA e elemento constituído por elementos de casca</li>\n <li>efeitos de segunda ordem (incluindo efeitos <em>P-Δ</em>, <em>P-δ</em> e de torção) – coberto pela utilização de GMNIA</li>\n <li>imperfeições geométricas – definidas pelo utilizador através da forma modal de encurvadura da análise LBA</li>\n <li>reduções de rigidez devidas à inelasticidade, incluindo plastificação parcial da secção transversal que pode ser acentuada pela presença de tensões residuais – não é possível definir tensões residuais no elemento. No entanto, utilizando o Apêndice 1.3.3c, a modelação de tensões residuais pode ser substituída pela redução do módulo de elasticidade, <em>E</em>, e do módulo de corte, <em>G</em>, por 0,8.</li>\n <li>incerteza na resistência e rigidez do sistema, dos elementos e das ligações – coberto pela utilização de imperfeições geométricas e redução de rigidez</li>\n</ul>\n<p>O Apêndice 1.3.3b estabelece: \"Em todos os casos, a análise deve modelar diretamente os efeitos das imperfeições iniciais devidas tanto a pontos de interseção de elementos deslocados das suas posições nominais (imperfeições de sistema), como à falta de retilineidade inicial ou desvios dos elementos ao longo do seu comprimento (imperfeições de elemento). A magnitude dos deslocamentos iniciais deve ser a quantidade máxima considerada no dimensionamento; o padrão dos deslocamentos iniciais deve ser tal que proporcione o maior efeito desestabilizador.\"</p>\n<p>As imperfeições geométricas são descritas no Comm. C2.2: \"As imperfeições geométricas iniciais são conservadoramente assumidas como iguais às tolerâncias máximas de material, fabrico e montagem permitidas no AISC Code of Standard Practice (AISC, 2016a): uma falta de retilineidade do elemento igual a <em>L</em> / 1000, onde <em>L</em> é o comprimento do elemento entre pontos de travamento ou de ligação, e uma falta de prumo do pórtico igual a <em>H</em> / 500, onde <em>H</em> é a altura do piso.\"</p>\n<p>Recomenda-se aplicar a falta de prumo no software de análise por elementos finitos 3D e a falta de retilineidade na aplicação <a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a>.</p>\n<h4>Resumo:</h4>\n<p>Se for decidido utilizar a abordagem AISC, aplique a falta de prumo <em>H</em> / 500 no software de análise por elementos finitos 3D, a falta de retilineidade <em>L</em> / 1000 no Member e reduza o módulo de elasticidade em tração/compressão e corte pelo fator 0,8. Note-se que este procedimento não cobre questões complexas com vários fatores de forma modal de encurvadura próximos entre si.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n390088f0_8d58_0141_63b7_e1244b80e2c2\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
},
{
"name": "CZ/SK",
"codename": "cz_sk"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Member design",
"codename": "member_design"
},
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Theoretical background",
"codename": "theoretical_background"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Expert",
"codename": "expert"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Member",
"codename": "member"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "Buckling",
"codename": "buckling"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9950
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": [
{
"name": "Show Navigation",
"codename": "show_navigation"
}
]
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "idea-statica-member-theoretical-background"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"idea-statica-member-theoretical-background\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "IDEA StatiCa Member – Estabilidade e reforço de elementos"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O IDEA StatiCa Member é um software de engenharia estrutural para o dimensionamento estrutural e verificação normativa de elementos de aço, incluindo as suas ligações e as vigas e pilares vizinhos necessários."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:09</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "theoretical_background_47e9c7c",
"collection": "default",
"id": "47e9c7cc-0685-507d-855f-fce85ba6b34d",
"language": "pt-PT",
"lastModified": "2026-04-15T11:09:37.9925932Z",
"name": "IDEA StatiCa Member Theoretical background",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Organização do modelo Member"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "MemberModelOrganization_MainPicture.png",
"description": null,
"type": "image/png",
"size": 107665,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/60140305-a2a9-4434-9354-60b402134be8/MemberModelOrganization_MainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "31288f09-3b6c-4a99-9e93-303c0b8100df",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5f447ff8-62a3-4974-acd3-2e59475a0429/MemberModelOrganization_2.png",
"height": 922,
"width": 940
},
{
"description": null,
"imageId": "06a4334f-99cc-49ac-81b8-4a6479a95031",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f583d0df-6c6b-4eac-8a5a-f4cc7ccb0d3e/MemberModelOrganization_4.png",
"height": 545,
"width": 1506
},
{
"description": null,
"imageId": "1dc679a7-3646-46f9-a3a5-92c4e305e941",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a7aa2f0c-7e4e-4cbc-8985-fedc9395c674/MemberModelOrganization_3.png",
"height": 808,
"width": 981
},
{
"description": null,
"imageId": "d4c1944d-a4bb-4fdd-92e2-1d287555b4c8",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1332b931-102c-4bd5-a89d-70e20c2a1a02/MemberModelOrganization_1.png",
"height": 978,
"width": 1416
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "what_is_the_cbfem_",
"linkId": "6e068636-6a02-5d0e-89ad-6dcff4e21151",
"urlSlug": "what-is-the-cbfem",
"type": "support_center_article"
},
{
"codename": "theoretical_background_47e9c7c",
"linkId": "47e9c7cc-0685-507d-855f-fce85ba6b34d",
"urlSlug": "idea-statica-member-theoretical-background",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>A organização do modelo IDEA StatiCa Member é ligeiramente diferente da das outras aplicações IDEA StatiCa, mas respeita ainda assim a abordagem <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM</a>. Vejamos as definições fundamentais.</p>\n<p><br></p>\n<p>O elemento analisado é a parte da estrutura que se pretende analisar, a parte na qual estamos interessados. Os elementos relacionados são todos os outros elementos ligados ao elemento analisado. Os elementos relacionados partilham juntas com o elemento analisado.</p>\n<figure data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5f447ff8-62a3-4974-acd3-2e59475a0429/MemberModelOrganization_2.png\" data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" alt=\"\"></figure>\n<p>As ligações entre o elemento analisado e os elementos relacionados são definidas pelo dimensionamento da junta. </p>\n<figure data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f583d0df-6c6b-4eac-8a5a-f4cc7ccb0d3e/MemberModelOrganization_4.png\" data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" alt=\"\"></figure>\n<p>As ações podem ser introduzidas de várias formas. Basicamente, distinguem-se duas possibilidades: esforços internos e ações aplicadas. Os esforços internos podem ser introduzidos na extremidade de um elemento relacionado. As ações aplicadas podem ser introduzidas no elemento analisado ou nos elementos relacionados como carga uniformemente distribuída.</p>\n<figure data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a7aa2f0c-7e4e-4cbc-8985-fedc9395c674/MemberModelOrganization_3.png\" data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" alt=\"\"></figure>\n<p>Ao definir todas estas partes do modelo, a organização do Member fica completa.</p>\n<figure data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1332b931-102c-4bd5-a89d-70e20c2a1a02/MemberModelOrganization_1.png\" data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" alt=\"\"></figure>\n<p>A descrição completa do fluxo de trabalho do modelo é explicada no <a data-item-id=\"47e9c7cc-0685-507d-855f-fce85ba6b34d\" href=\"\">Enquadramento teórico do IDEA StatiCa Member</a>. </p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"impact_of_boundary_conditions",
"rn_23_0__empty_connections_in_member"
],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Intermediate",
"codename": "intermediate"
},
{
"name": "Expert",
"codename": "expert"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Member",
"codename": "member"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "CBFEM",
"codename": "cbfem"
},
{
"name": "Modeling",
"codename": "modeling"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "member-model-organization"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"member-model-organization\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Organização do modelo Member"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A organização do modelo IDEA StatiCa Member é ligeiramente diferente da das outras aplicações IDEA StatiCa, mas respeita ainda assim a abordagem CBFEM."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:35</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "member_model_organization___faq",
"collection": "default",
"id": "6f042022-2867-4999-9d68-9010f3c1a7d2",
"language": "pt-PT",
"lastModified": "2026-04-15T11:35:47.010156Z",
"name": "Member model organization",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
},
{
"name": "Expert",
"codename": "expert"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Member",
"codename": "member"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "idea-statica-member-beta"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"idea-statica-member-beta\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "IDEA StatiCa Member BETA"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Em conjunto com as equipas universitárias, concluímos a maior parte do trabalho de verificação e validação."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:46</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "idea_statica_member_beta",
"collection": "default",
"id": "a643227f-dee9-4bac-b3de-10c421c1cae8",
"language": "pt-PT",
"lastModified": "2026-04-15T11:46:41.1623879Z",
"name": "RN 20.0: IDEA StatiCa Member BETA",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"release_notes_idea_statica_20___introduction\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"release_notes_idea_statica_20___new_licensing_syst\"></object>\n<h2>IDEA StatiCa Connection</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"section_model_view___drawings___sketches__\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"n110_new_connection_templates_in_the_starting_wizar\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"steel_to_timber_connections_7e1fa30\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"cleat_manufacturing_operation_improvements\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"notch_on_a_member\"></object>\n<h2>Melhorias na verificação normativa</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"en_anchoring_code_check_improvement\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"contact_stress_between_two_plates\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"partially_supported_base_plate\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"cross_section_library_favorites\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"regional_based_item_order_in_the_cross_section_lib\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"typical_taiwan_cross_sections\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"indian_design_code__is_\"></object>\n<h2>IDEA StatiCa Code-check manager</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"unified_gui_for_cad_and_fea\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_3be21b7\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"multiple_selection_and_export_from_fea\"></object>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"idea_statica_member_beta\"></object>\n<p><br></p>\n<p><br></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1",
"release_notes_idea_statica_concrete_20_1",
"release_notes_idea_statica_concrete_20"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]",
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "Advance Steel",
"codename": "advance_steel"
},
{
"name": "Tekla Structures",
"codename": "tekla_structures"
},
{
"name": "SAP2000",
"codename": "sap2000"
},
{
"name": "SCIA Engineer",
"codename": "scia"
},
{
"name": "STAAD.Pro",
"codename": "staad_pro"
},
{
"name": "Revit",
"codename": "revit"
},
{
"name": "Robot Structural Analysis",
"codename": "robot_structural_analysis_professional"
},
{
"name": "Advance Design",
"codename": "advance_design"
},
{
"name": "AxisVM",
"codename": "axisvm"
},
{
"name": "ETABS",
"codename": "etabs"
},
{
"name": "RFEM",
"codename": "rfem"
},
{
"name": "RSTAB",
"codename": "rstab"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "release-notes-idea-statica-steel-20"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"release-notes-idea-statica-steel-20\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "true"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "index, follow",
"codename": "index__follow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Notas de versão IDEA StatiCa Steel 20"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A nova versão do IDEA StatiCa chegou! É a maior implementação de feedback e sugestões de clientes que tivemos nos últimos anos."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:46</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_idea_statica_steel_20",
"collection": "default",
"id": "4ba1aea8-5819-4504-bfc7-717be84625d1",
"language": "pt-PT",
"lastModified": "2026-04-15T11:46:58.5086445Z",
"name": "RN 20.0: Release notes IDEA StatiCa Steel 20",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "Beam",
"codename": "beam"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "release-notes-idea-statica-concrete-20-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"release-notes-idea-statica-concrete-20-1\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "true"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "index, follow",
"codename": "index__follow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Notas de versão IDEA StatiCa Concrete 20.1"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Apresentamos mais um conjunto de novas funcionalidades e melhorias para aperfeiçoar o dimensionamento dos seus projetos de betão."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:23</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_idea_statica_concrete_20_1",
"collection": "default",
"id": "79ff8a70-a79d-483c-8ce8-218a5f43cadc",
"language": "pt-PT",
"lastModified": "2026-04-15T12:23:42.7640871Z",
"name": "Release notes IDEA StatiCa Concrete 20.1",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"support_center_articles": {
"name": "Support center article",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "support_center_article"
},
"blog_categories": {
"name": "Blog category",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "blog_category"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "labels"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "product_group"
},
"include_webinars": {
"name": "Include webinars",
"type": "multiple_choice",
"value": []
},
"include_case_studies": {
"name": "Only case studies",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n85f25542_d240_0108_ed62_be0948733e96",
"collection": "default",
"id": "85f25542-d240-0108-ed62-be0948733e96",
"language": "pt-PT",
"lastModified": "2026-04-15T12:21:12.4327888Z",
"name": "85f25542-d240-0108-ed62-be0948733e96",
"sitemapLocations": [],
"type": "widget_support_center_articles",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Os preços dos componentes individuais da ligação podem ser especificados com base no custo por unidade de peso nas Definições. Atualmente, os custos podem ser definidos para quatro entidades básicas:</p>\n<ul>\n <li>Peças de aço (chapas e elementos de aço adicionados, dependente da classe)</li>\n <li>Soldaduras (soldaduras de filete simples e duplas, soldaduras de topo ½ V e K, dependente da dimensão da soldadura)</li>\n <li>Conjuntos de parafusos (dependente da classe e do diâmetro)</li>\n <li>Furação (como percentagem do custo do conjunto de parafusos)</li>\n</ul>\n<p>O valor resultante é apresentado na cena 3D e é atualizado de acordo com as operações de fabrico utilizadas no projeto. O cálculo detalhado de custos é uma parte opcional do relatório de cálculo.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"\"></figure>\n<h3>Veja como funciona</h3>\n<p>Assista à parte da gravação do webinar em que o nosso colega Ryan apresenta a funcionalidade de Estimativa de custos. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f1be30da_fee4_015d_6ddb_06d9daca6529\"></object>\n<p>Disponível nas edições <strong>Expert </strong>e <strong>Enhanced</strong>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n85f25542_d240_0108_ed62_be0948733e96\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Modeling",
"codename": "modeling"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 4000
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "cost-estimation"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"cost-estimation\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Estimativa de custos"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Com o novo cálculo dos custos de produção, os utilizadores podem estimar muito rapidamente o preço final do projeto criado e otimizar a ligação em conformidade."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:21</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__cost_estimation",
"collection": "default",
"id": "d1ef1710-5e3b-4d3e-82fe-5c75adbc2828",
"language": "pt-PT",
"lastModified": "2026-04-15T12:21:12.4327888Z",
"name": "RN 20.1: Cost estimation",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Pré-dimensionamento de ligação"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Predesign.png",
"description": null,
"type": "image/png",
"size": 194605,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fe81f7b8-de53-4bee-870f-9f093c8a67af/Predesign.png",
"width": 1400,
"height": 800,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "O pré-dimensionamento é uma nova funcionalidade destinada a fornecer um ponto de partida adequado e a encurtar o processo de dimensionamento de ligações."
},
"content": {
"images": [
{
"description": null,
"imageId": "1cb14bfd-c686-4740-868b-80f42863ada6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fe81f7b8-de53-4bee-870f-9f093c8a67af/Predesign.png",
"height": 800,
"width": 1400
},
{
"description": null,
"imageId": "969c7bd4-1ce0-4944-9f8c-e26f73912be9",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b217c327-fd02-497b-b27d-50f0ea603737/Predesign%202.png",
"height": 661,
"width": 1545
}
],
"linkedItemCodenames": [
"ea6ecd54_1620_0115_838e_e92df72e81ea"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "CONTEÚDO RELACIONADO"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1",
"release_notes_idea_statica_concrete_20_1",
"speeding_up_your_connection_design_29e4f05"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Title (H1)",
"type": "text",
"value": "Dimensionamento de ligações – poderia ser feito ainda mais rapidamente?"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "speeding title_02.png",
"description": null,
"type": "image/png",
"size": 370758,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8ffdaea5-fa33-43e6-a536-2333c41f96a5/speeding%20title_02.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2021-02-25T00:00:00Z",
"displayTimeZone": null
},
"authors": {
"name": "Authors",
"type": "modular_content",
"value": [
"jana_kaderova__copy_"
],
"linkedItems": []
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Uma grande parte da energia que os engenheiros estruturais dedicam aos seus projetos está relacionada com a gestão do tempo. Nunca há tempo suficiente para realizar todo o trabalho necessário. E qualquer prática que permita poupar tempo na rotina diária é muito apreciada."
},
"content": {
"images": [
{
"description": null,
"imageId": "c9562519-5211-43fd-be7f-1250f2256d6f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4116a35a-d28e-4e45-879b-844f4f1996a2/BIM-links_03.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "ee34428b-59f1-48e5-a0d6-82318c74a0bc",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6150087e-ef56-4020-ae6a-3b98b88af8ea/initial%20template.png",
"height": 1037,
"width": 1920
},
{
"description": null,
"imageId": "8c783e08-f626-4d4b-957a-40cbed224667",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/671e87de-63bc-4295-9d5f-3ecde54ee030/dynamic%20template.png",
"height": 1041,
"width": 1920
},
{
"description": null,
"imageId": "3d035d23-ca5d-4534-9494-d8bf3a90b167",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1e75d2bc-c410-460a-abdb-05c37df0dee1/pre-design%20settings_02.png",
"height": 1038,
"width": 1920
},
{
"description": null,
"imageId": "ba70a8a5-0b57-45ac-ba7f-960016d620af",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c1bb2590-4744-4aab-bd1c-63b160972545/pre-design_02.png",
"height": 1040,
"width": 1920
},
{
"description": null,
"imageId": "bf57d3f5-f176-4f62-934f-1beb81dadc5f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/664a94be-3973-4cfa-84a7-ca2491b434fb/user%20template_02.png",
"height": 1041,
"width": 1920
},
{
"description": null,
"imageId": "c5414e0e-a3d8-4fc3-8679-47e5eb2822e1",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/24b39ff0-cbf0-48e4-afcc-0e3705185d45/Sampe%20projects.png",
"height": 844,
"width": 1000
},
{
"description": null,
"imageId": "bcc6c3e2-34cb-46e9-882d-ca692f65a15e",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/49a5c22e-f825-4865-8de1-4cfff10c1f55/Support%20center_02.png",
"height": 480,
"width": 1652
}
],
"linkedItemCodenames": [
"be245e6a_27f2_014c_1aaa_bca253e2aac3",
"untitled_content_item_a1697b4"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/cjIC_OKgCSo?t=225"
}
},
"system": {
"codename": "be245e6a_27f2_014c_1aaa_bca253e2aac3",
"collection": "default",
"id": "be245e6a-27f2-014c-1aaa-bca253e2aac3",
"language": "pt-PT",
"lastModified": "2026-04-15T09:48:59.0890782Z",
"name": "be245e6a-27f2-014c-1aaa-bca253e2aac3",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "bulk_selection_for_cad_and_fea",
"linkId": "57d37a52-71c7-4b49-8a98-df21117d0e44",
"urlSlug": "bulk-selection-export-from-cad-and-fea-software",
"type": "blog_post"
},
{
"codename": "idea_statica_tutorial___how_to_combine_tekla_struc",
"linkId": "222de7bd-bfbc-5601-9021-26e5b4a3e0a4",
"urlSlug": "how-to-combine-tekla-structures-and-sap2000-en",
"type": "support_center_article"
},
{
"codename": "n2021_01_27_connection_wednesdays___latest_workflow",
"linkId": "2d19ed52-e2a0-46e1-a262-f4a52ae62025",
"urlSlug": "connection-wednesdays-latest-features-of-cad-bim-links",
"type": "webinar"
},
{
"codename": "n110_new_connection_templates_in_the_starting_wizar_c6fcb89",
"linkId": "c6fcb894-3dfa-48d1-a36c-1c48cc3886cc",
"urlSlug": "limitless-steel-connection-modeling-with-new-wizard-templates",
"type": "blog_post"
},
{
"codename": "rn_20_1__predesign",
"linkId": "668f9fb3-5a55-4d20-bdd2-4b12f9a62d36",
"urlSlug": "pre-design",
"type": "support_center_article"
},
{
"codename": "templates_and_sharing___more_effective_workflow_of",
"linkId": "eb5ed311-0f6d-55c8-af67-aef19c91bcde",
"urlSlug": "templates-and-sharing-more-effective-workflow-of-joint-design",
"type": "webinar"
},
{
"codename": "viewer_and_plugins",
"linkId": "5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee",
"urlSlug": "project-viewer-useful-and-costless",
"type": "blog_post"
},
{
"codename": "idea_open_model_api_improved",
"linkId": "f38cae61-35a0-50a4-8bf6-e729d2901cb4",
"urlSlug": "idea-open-model-api-improved",
"type": "blog_post"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Deixe-me apresentar-lhe <strong>5 dos atalhos mais recentes no fluxo de trabalho de dimensionamento de ligações </strong>que pode utilizar para poupar algum tempo precioso.</p>\n<h2>#1 Ligações BIM</h2>\n<p>As interligações BIM entre software de cálculo estrutural por elementos finitos e aplicações CAD de modelação de detalhes são bem conhecidas. É possível utilizar a geometria global da estrutura, as condições de fronteira, as propriedades dos materiais e das secções transversais de um software e usá-las noutro.</p>\n<p>Mas e quanto à avaliação das ligações entre elementos?</p>\n<p>Existem várias aplicações de modelação de ligações que tornaram possível criar um modelo 3D de cada ligação até ao menor detalhe. Mas quando se pretende verificar se tudo funciona como deveria, era necessário criar um modelo de cálculo separado com um elevado grau de imprecisão.</p>\n<p>Isso pode ser história agora!</p>\n<p>Não existe forma mais rápida de avaliar qualquer ligação de estrutura de aço complexa e criar o relatório de verificação normativa. Com a utilização da funcionalidade de ligação BIM desenvolvida e implementada nos produtos IDEA StatiCa, é possível evitar a duplicação de trabalho.</p>\n<p>São necessários apenas três passos básicos:</p>\n<ol>\n <li>Exportar a ligação da sua aplicação CAD para o IDEA StatiCa Connection. Pode simplesmente utilizar o modelo 3D que já detalhou na aplicação CAD.</li>\n <li>Exportar as ações da sua aplicação de elementos finitos para o IDEA StatiCa Connection, onde aplica os esforços internos no nó já calculados no seu modelo de cálculo global.</li>\n <li>Por fim, combina ambas as entradas no IDEA StatiCa e poderá verificar tudo o que lhe interessa.</li>\n</ol>\n<p>Claro que, por vezes, é necessário otimizar a ligação após a primeira tentativa, mas com a função 'sincronizar', o processo iterativo parece mais divertido do que trabalho.</p>\n<p>Bem - talvez não seja divertido por muito tempo se ainda tiver de fazer esta verificação para várias juntas uma após a outra. É por isso que foi criada a 'seleção em massa'! Com esta funcionalidade, pode selecionar várias ligações de uma só vez e avaliá-las automaticamente. O nosso <a data-item-id=\"57d37a52-71c7-4b49-8a98-df21117d0e44\" href=\"\">artigo do blogue - Seleção em massa</a> aborda este tema com mais detalhe.</p>\n<p>É um sonho tornado realidade para todos os envolvidos em ligações estruturais! Este tipo de fluxo de trabalho semi-automático é particularmente benéfico para as pessoas responsáveis pelo dimensionamento, avaliação e verificações normativas de ligações.</p>\n<figure data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4116a35a-d28e-4e45-879b-844f4f1996a2/BIM-links_03.png\" data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" alt=\"\"></figure>\n<p>Existe uma grande variedade de software utilizado pelos engenheiros. E, consequentemente, encontram-se muitos tutoriais que descrevem a sua ligação com o IDEA StatiCa. <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">Tutorial - Como combinar Tekla e SAP</a> está entre os mais populares.</p>\n<p>Como as ligações BIM são cruciais para um fluxo de trabalho eficiente, existe um progresso contínuo no desenvolvimento de funcionalidades para uma utilização ainda melhor por parte dos engenheiros. Por isso, é útil consultar um dos nossos webinars recentes - <a data-item-id=\"2d19ed52-e2a0-46e1-a262-f4a52ae62025\" href=\"\">As funcionalidades mais recentes das ligações BIM CAD</a> - para não perder nenhum novo recurso.</p>\n<h2>#2 Utilizar modelos preparados</h2>\n<p>Não é necessário reinventar a roda vezes sem conta...</p>\n<p>Embora cada estrutura seja única de alguma forma, é muito provável que o tipo de ligação que vai dimensionar já tenha sido construído por alguém anteriormente.</p>\n<h3>Assistente de início</h3>\n<p>Em muitos casos, os modelos do ecrã do assistente de início podem fazer a maior parte do trabalho de modelação por si. Logo após iniciar o software, pode encontrar mais de 250 modelos à espera apenas de otimização final.</p>\n<figure data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6150087e-ef56-4020-ae6a-3b98b88af8ea/initial%20template.png\" data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" alt=\"\"></figure>\n<p>Para uma introdução a estes modelos, consulte o nosso artigo do blogue sobre os <a data-item-id=\"c6fcb894-3dfa-48d1-a36c-1c48cc3886cc\" href=\"\">Novos modelos do assistente</a>.</p>\n<h3>Modelos de clique direito (dinâmicos)</h3>\n<p>Uma excelente funcionalidade de modelos dinâmicos é ativada pelo botão direito do rato. É como dizer à aplicação: 'ok, e agora ligue estes dois elementos, por favor', mas muito mais rapidamente. Com alguns cliques do rato, cria várias operações de modelação de uma só vez.</p>\n<figure data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/671e87de-63bc-4295-9d5f-3ecde54ee030/dynamic%20template.png\" data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" alt=\"\"></figure>\n<p>Familiarizar-se com as funcionalidades do <strong>botão direito do rato</strong> é altamente recomendado, pois incluem as funções mais úteis e mais necessárias. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"be245e6a_27f2_014c_1aaa_bca253e2aac3\"></object>\n<h3>Pré-dimensionamento</h3>\n<p>Esta funcionalidade progressiva cria as ligações de acordo com parâmetros pré-definidos - basicamente configurados com base na percentagem da resistência da secção transversal do elemento.</p>\n<figure data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1e75d2bc-c410-460a-abdb-05c37df0dee1/pre-design%20settings_02.png\" data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" alt=\"\"></figure>\n<p>Depois de descobrir e utilizar esta função, não vai conseguir parar de a usar. Aceda a ela agora mesmo através do nosso artigo dedicado ao <a data-item-id=\"668f9fb3-5a55-4d20-bdd2-4b12f9a62d36\" href=\"\">Pré-dimensionamento</a>. </p>\n<figure data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c1bb2590-4744-4aab-bd1c-63b160972545/pre-design_02.png\" data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" alt=\"\"></figure>\n<h3>Modelos de utilizador</h3>\n<p>É bastante comum que cada engenheiro estrutural ou empresa de construção tenha o seu próprio estilo específico no qual as ligações de aço são dimensionadas e fabricadas. Estas especificidades variam consoante a região e os costumes. É por isso que não é possível criar um conjunto de ligações que sirva todos os utilizadores de igual forma. </p>\n<p>Mas é possível (e altamente recomendado) que todos os utilizadores trabalhem com modelos criados por eles próprios. Esta função é coberta pelo Gestor de modelos. </p>\n<figure data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/664a94be-3973-4cfa-84a7-ca2491b434fb/user%20template_02.png\" data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" alt=\"\"></figure>\n<p>Aqui pode armazenar e gerir modelos de ligações de acordo com os seus hábitos e necessidades. Como guardá-los e reutilizá-los é abordado no nosso <a data-item-id=\"eb5ed311-0f6d-55c8-af67-aef19c91bcde\" href=\"\">webinar - Modelos e partilha</a>.</p>\n<h3>Projetos de exemplo</h3>\n<p>Dezenas de exemplos de projetos de dimensionamento de ligações estão <a href=\"https://www.ideastatica.com/support-center-sample-projects?product=steel\">disponíveis no Centro de Suporte</a>, e continuamos a adicionar mais continuamente. Ligações articuladas, aparafusadas ou soldadas, dogbones, vigas, placas de base, âncoras, o que precisar... </p>\n<figure data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/24b39ff0-cbf0-48e4-afcc-0e3705185d45/Sampe%20projects.png\" data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" alt=\"\"></figure>\n<p>Não tem mais nada a fazer senão encontrar o mais adequado ao seu dimensionamento, descarregá-lo e adaptá-lo ao seu próprio projeto. <strong>Simples, direto, gratuito.</strong> A categoria <a href=\"https://www.ideastatica.com/support-center/all?category=sample_project\">Projetos de exemplo</a> é um excelente tipo de conteúdo, onde pode encontrar nova inspiração e também uma visão geral das capacidades das aplicações IDEA StatiCa apresentadas em casos de uso práticos do mundo real.</p>\n<h2>#3 Centro de Suporte</h2>\n<p>Muitas vezes, uma parte significativa do tempo de dimensionamento é gasta à procura de informação adequada relacionada com a estrutura em particular, os requisitos normativos ou as especificidades do dimensionamento. Este pode ser o fator crucial de poupança de tempo: uma fonte de informação fiável (sem uma longa pesquisa em manuais de dimensionamento ou em vários recursos diferentes na internet).</p>\n<p>O <a href=\"https://www.ideastatica.com/support-center\">Centro de Suporte</a> da IDEA StatiCa é uma fonte de informação de qualidade abrangente - contém imensa informação dedicada ao dimensionamento de ligações. E com um algoritmo de pesquisa robusto e sofisticado, obtém os melhores resultados adequados às suas necessidades.</p>\n<p>Uma palavra e obtém uma grande quantidade de materiais de referência úteis.</p>\n<figure data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/49a5c22e-f825-4865-8de1-4cfff10c1f55/Support%20center_02.png\" data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" alt=\"\"></figure>\n<p>Como todos temos preferências diferentes quanto às fontes, pode escolher uma forma de informação adequada às suas necessidades atuais. A informação é fornecida em várias formas. </p>\n<p>Veja apenas quanta informação relacionada com o <strong>dimensionamento de ligações</strong> está disponível para si (dados de fevereiro de 2021):</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">69 webinars</a>,</li>\n <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">34 tutoriais e tutoriais de ligações BIM</a>,</li>\n <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&category=knowledgebase_article&category=faq\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">mais de 200 artigos da base de conhecimento</a>,</li>\n <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&category=verification_example&category=scientific_article\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">80 artigos e exemplos de verificação</a>,</li>\n <li><a href=\"https://www.ideastatica.com/support-center/sample-projects-for-steel-connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">50 projetos de exemplo </a></li>\n <li>e muito mais.</li>\n</ul>\n<h2>#4 Project Viewer</h2>\n<p>Uma das formas mais rápidas de comunicar as suas ideias sobre o dimensionamento de ligações é mostrar o seu modelo 3D aos seus parceiros de negócio na nuvem através do navegador web (ver, por exemplo, <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">artigo do blogue - Project Viewer</a>).</p>\n<p>As vantagens deste tipo de comunicação são bastante óbvias:</p>\n<ul>\n <li>o seu parceiro de negócio não precisa de ter a aplicação IDEA StatiCa adquirida ou instalada,</li>\n <li>uma ligação à internet e um navegador web são as únicas necessidades,</li>\n <li>é gratuito para ambas as partes,</li>\n <li>não é necessário exportar o modelo 3D para desenhos 2D através de software de terceiros, uma vez que o visualizador pode exportá-lo diretamente para o formato geral DWG.</li>\n</ul>\n<h2>#5 GitHub IDEA Open Model</h2>\n<p>Se utiliza a sua própria aplicação de cálculo por elementos finitos ou modela as suas ligações no seu próprio software CAD, pode ainda assim utilizar a potência e as vantagens dos produtos IDEA StatiCa. Os nossos programadores prepararam uma interface de programação de aplicações (API) para a interligação entre vários softwares através do IDEA Open Model (IOM).</p>\n<p>E qual é a principal vantagem da implementação desta funcionalidade?</p>\n<p>Pode continuar a utilizar o seu próprio software pelo qual já pagou, bem como os produtos IDEA StatiCa – ambos os softwares de forma independente. Mas nesse caso terá de fazer algum trabalho duas vezes.</p>\n<p>Ou pode implementar o IDEA Open Model e começar a usufruir da vantagem das interligações diretas de importação-exportação, evitando a necessidade de modelar tudo duas vezes.</p>\n<p>Pode encontrar todos os detalhes necessários no nosso <a data-item-id=\"f38cae61-35a0-50a4-8bf6-e729d2901cb4\" href=\"\">artigo do blogue - IDEA Open Model</a> dedicado a este tema ou diretamente na <a href=\"https://github.com/idea-statica\">página web do GitHub</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_a1697b4\"></object>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"blog_categories": {
"name": "Blog category",
"type": "taxonomy",
"value": [
{
"name": "Features",
"codename": "features"
}
],
"taxonomyGroup": "blog_category"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Modeling",
"codename": "modeling"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
}
],
"taxonomyGroup": "labels"
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "connection-design-could-it-be-done-even-faster"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"connection-design-could-it-be-done-even-faster\",\"[autogenerated]\"]"
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Dimensionamento de ligações – poderia ser feito ainda mais rapidamente?"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Cinco dos atalhos mais recentes no fluxo de trabalho de dimensionamento de ligações que pode utilizar para poupar algum tempo precioso."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 11:48</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "speeding_up_your_connection_design_29e4f05",
"collection": "default",
"id": "29e4f054-2c77-449f-8445-bbb11fd4b3ac",
"language": "pt-PT",
"lastModified": "2026-04-15T09:48:59.0890782Z",
"name": "Connection design – could it be done even faster?",
"sitemapLocations": [],
"type": "blog_post",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"support_center_articles": {
"name": "Support center article",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "support_center_article"
},
"blog_categories": {
"name": "Blog category",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "blog_category"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "labels"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "product_group"
},
"include_webinars": {
"name": "Include webinars",
"type": "multiple_choice",
"value": []
},
"include_case_studies": {
"name": "Only case studies",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ea6ecd54_1620_0115_838e_e92df72e81ea",
"collection": "default",
"id": "ea6ecd54-1620-0115-838e-e92df72e81ea",
"language": "pt-PT",
"lastModified": "2026-04-15T12:21:31.9543829Z",
"name": "ea6ecd54-1620-0115-838e-e92df72e81ea",
"sitemapLocations": [],
"type": "widget_support_center_articles",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "rn_24_0__autodesign_of_bolts_in_shear",
"linkId": "5d596a87-216d-478c-9091-8e8f710ad06e",
"urlSlug": "autodesign-of-bolts-in-shear",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p><em>Este artigo contém informação desatualizada. Por favor, consulte a </em><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><em>versão atualizada</em></a><em>.</em><strong><br></strong><br>A funcionalidade encontra-se numa fase inicial e foi implementada principalmente para secções transversais em I, sendo estas as operações de fabrico mais comuns:</p>\n<ul>\n <li>Chapa de alma</li>\n <li>Emenda</li>\n <li>Placa de extremidade de corte</li>\n <li>Placa de extremidade alinhada e estendida</li>\n <li>Soldaduras</li>\n</ul>\n<figure data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fe81f7b8-de53-4bee-870f-9f093c8a67af/Predesign.png\" data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" alt=\"\"></figure>\n<p><strong>Como funciona? </strong></p>\n<p>O pré-dimensionamento lê os dados de entrada da tabela de propriedades da operação de fabrico em causa e cria uma proposta de dimensionamento inicial. Em geral, os dados materiais e geométricos dos elementos ligados, o conjunto de parafusos e os dados de soldadura são todos lidos como entradas para o processo de pré-dimensionamento. Como resultado (saída), são geradas a espessura da chapa, as dimensões das soldaduras, o número e a disposição dos parafusos.</p>\n<p>O dimensionamento resultante baseia-se aproximadamente na resistência das secções transversais ou chapas ligadas. A percentagem desta resistência pode ser modificada nas definições de pré-dimensionamento (faixa superior). Uma percentagem mais elevada produzirá dimensionamentos mais robustos.</p>\n<p>Existem várias outras preferências que pode alterar nas Definições, incluindo incrementos de dimensão preferidos para espessuras de chapas, dimensão de soldadura e espaçamento de parafusos.</p>\n<figure data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b217c327-fd02-497b-b27d-50f0ea603737/Predesign%202.png\" data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" alt=\"\"></figure>\n<p>Caso uma determinada operação seja suportada, pode invocar o pré-dimensionamento clicando com o botão direito do rato no nome da operação na árvore de operações, ou clicando no botão no separador laranja no topo da grelha de propriedades da operação. O pré-dimensionamento também é invocado automaticamente ao criar uma nova operação. É igualmente possível obter o pré-dimensionamento em lote para todas as operações suportadas, clicando com o botão direito do rato em Operações na árvore.</p>\n<p>Disponível nas edições <strong>Expert </strong>e <strong>Enhanced </strong>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ea6ecd54_1620_0115_838e_e92df72e81ea\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
},
{
"name": "Modeling",
"codename": "modeling"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 4000
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "pre-design"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"pre-design\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Pré-dimensionamento"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O pré-dimensionamento é uma nova funcionalidade destinada a fornecer um ponto de partida adequado e a encurtar o processo de dimensionamento de ligações."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:21</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__predesign",
"collection": "default",
"id": "668f9fb3-5a55-4d20-bdd2-4b12f9a62d36",
"language": "pt-PT",
"lastModified": "2026-04-15T12:21:31.9543829Z",
"name": "RN 20.1: Pre-design",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Diálogo de definições"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Settings.png",
"description": null,
"type": "image/png",
"size": 21038,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png",
"width": 1104,
"height": 603,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "054c5577-3ad0-436d-87c0-9324ab5a84ba",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png",
"height": 603,
"width": 1104
},
{
"description": null,
"imageId": "190aaddb-d14d-431b-98f2-0abd8f56bbec",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6ebe5501-01ca-49cf-a130-0d50f8399fbc/Settings%20Predesign.png",
"height": 750,
"width": 1375
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "rn_20_1__cost_estimation",
"linkId": "d1ef1710-5e3b-4d3e-82fe-5c75adbc2828",
"urlSlug": "cost-estimation",
"type": "support_center_article"
},
{
"codename": "rn_20_1__predesign",
"linkId": "668f9fb3-5a55-4d20-bdd2-4b12f9a62d36",
"urlSlug": "pre-design",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>A nova versão foi enriquecida com um novo botão na barra de ferramentas superior que abre o diálogo de Definições. Neste diálogo, podem ser ajustadas duas novas funcionalidades principais da versão 20.1: <a data-item-id=\"d1ef1710-5e3b-4d3e-82fe-5c75adbc2828\" href=\"\">Cálculo de estimativa de custos</a> e <a data-item-id=\"668f9fb3-5a55-4d20-bdd2-4b12f9a62d36\" href=\"\">Pré-dimensionamento</a> de ligações.</p>\n<figure data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png\" data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" alt=\"\"></figure>\n<figure data-asset-id=\"190aaddb-d14d-431b-98f2-0abd8f56bbec\" data-image-id=\"190aaddb-d14d-431b-98f2-0abd8f56bbec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6ebe5501-01ca-49cf-a130-0d50f8399fbc/Settings%20Predesign.png\" data-asset-id=\"190aaddb-d14d-431b-98f2-0abd8f56bbec\" data-image-id=\"190aaddb-d14d-431b-98f2-0abd8f56bbec\" alt=\"\"></figure>\n<p>O diálogo de Definições inclui uma funcionalidade de modelo que permite guardar os valores de entrada num modelo, carregar valores de diferentes modelos e selecionar um modelo predefinido para novos projetos. Os modelos são específicos para diferentes funcionalidades e também são específicos para cada norma.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Modeling",
"codename": "modeling"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "settings-dialogue"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"settings-dialogue\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Diálogo de definições"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A nova versão foi enriquecida com um novo botão na barra de ferramentas superior que abre o diálogo de Definições."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:20</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_20_1__settings_and_templates",
"collection": "default",
"id": "4acb34a5-3a0a-4456-a8cd-537923aed4bd",
"language": "pt-PT",
"lastModified": "2026-04-15T12:20:55.9341883Z",
"name": "RN 20.1: Settings dialogue",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Novo Assistente de Ligação"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "New connection 1.png",
"description": null,
"type": "image/png",
"size": 340358,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/adc8ddb4-6e53-4047-aa76-2ad8a061babe/New%20connection%201.png",
"width": 1566,
"height": 910,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "A nova versão inclui uma melhor ordenação dos modelos de Topologia iniciais. Encontrará as secções abertas como perfis em I ou L no topo, seguidas das topologias de secções ocas retangulares e das secções ocas circulares no final da biblioteca."
},
"content": {
"images": [
{
"description": null,
"imageId": "44fedc21-651d-45ec-b7f4-fa35049c9d8d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/39610c8c-0a32-48aa-8e4f-8718b4086bc9/New%20connection%202.png",
"height": 880,
"width": 1514
}
],
"linkedItemCodenames": [
"n520ac241_167c_01b0_cb34_280ce5e113c3"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "CONTEÚDO RELACIONADO"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1",
"release_notes_idea_statica_concrete_20_1",
"speeding_up_your_connection_design_29e4f05"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]",
"[Circular Reference]"
]
},
"support_center_articles": {
"name": "Support center article",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "support_center_article"
},
"blog_categories": {
"name": "Blog category",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "blog_category"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "labels"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "product_group"
},
"include_webinars": {
"name": "Include webinars",
"type": "multiple_choice",
"value": []
},
"include_case_studies": {
"name": "Only case studies",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n520ac241_167c_01b0_cb34_280ce5e113c3",
"collection": "default",
"id": "520ac241-167c-01b0-cb34-280ce5e113c3",
"language": "pt-PT",
"lastModified": "2026-04-15T12:21:55.6572677Z",
"name": "520ac241-167c-01b0-cb34-280ce5e113c3",
"sitemapLocations": [],
"type": "widget_support_center_articles",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Na secção de Dimensionamento do assistente, as variantes propostas estão agrupadas com base no comportamento esperado da ligação: ligações de momento, ligações de corte e ligações de treliça. Naturalmente, a opção de iniciar com um projeto em branco também é mantida. </p>\n<p>Tudo isto ajudará a acelerar o processo de seleção do modelo e a melhorar o conhecimento das propriedades da ligação.</p>\n<figure data-asset-id=\"44fedc21-651d-45ec-b7f4-fa35049c9d8d\" data-image-id=\"44fedc21-651d-45ec-b7f4-fa35049c9d8d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/39610c8c-0a32-48aa-8e4f-8718b4086bc9/New%20connection%202.png\" data-asset-id=\"44fedc21-651d-45ec-b7f4-fa35049c9d8d\" data-image-id=\"44fedc21-651d-45ec-b7f4-fa35049c9d8d\" alt=\"\"></figure>\n<p>A ordem dos modelos na secção de Dimensionamento depende da seleção da norma, por exemplo, a ordem dos modelos de Dimensionamento para a norma AISC é diferente da norma EN e de outras.</p>\n<p>Disponível nas edições <strong>Expert </strong>e <strong>Enhanced </strong>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n520ac241_167c_01b0_cb34_280ce5e113c3\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
},
{
"name": "Modeling",
"codename": "modeling"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 3500
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "new-connection-wizard"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"new-connection-wizard\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Novo Assistente de Ligação"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A nova versão inclui uma melhor ordenação dos modelos de Topologia iniciais."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:21</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__new_connection_wizard",
"collection": "default",
"id": "78c4a1e2-606b-4e6d-a1ce-40adf10a7378",
"language": "pt-PT",
"lastModified": "2026-04-15T12:21:55.6572677Z",
"name": "RN 20.1: New Connection Wizard",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Carregamento percentual"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Percentage loading 2.png",
"description": null,
"type": "image/png",
"size": 219722,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9859cf4e-cb1a-411e-8406-39cf7de55279/Percentage%20loading%202.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "870d1a47-7d7a-45c4-82ef-283c2ded3235",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d721a504-2651-4725-ab58-42d00a534802/Percentage%20loading.png",
"height": 357,
"width": 650
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Uma nova e simples opção para definir os efeitos da ação foi adicionada ao IDEA StatiCa Connection 20.1. Os elementos podem ser carregados por uma percentagem definida da capacidade da sua secção transversal. A definição de cargas como percentagem da capacidade da secção transversal destina-se principalmente a ser uma ferramenta simples. É preferível definir cargas em equilíbrio.</p>\n<p>As propriedades da secção transversal podem ser consultadas no separador Materiais. A torção está desativada porque a resistência do elemento à torção não pode ser claramente determinada devido a restrições de empenamento desconhecidas. </p>\n<figure data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d721a504-2651-4725-ab58-42d00a534802/Percentage%20loading.png\" data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" alt=\"\"></figure>\n<p>Os esforços internos para os efeitos da ação são calculados da seguinte forma:</p>\n<ul>\n <li>Carga normal:\n <ul>\n <li>\\(N=A \\cdot f_y / \\gamma_{M0}\\)</li>\n </ul>\n </li>\n <li>Carga de corte: \n <ul>\n <li>\\(V_z =\\frac{A_z \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n <li>\\(V_y =\\frac{A_y \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n </ul>\n </li>\n <li>Momento fletor:\n <ul>\n <li>\\(M_y = W_{el,y} \\cdot f_y / \\gamma_{M0}\\)</li>\n <li>\\(M_z = W_{el,z} \\cdot f_y / \\gamma_{M0}\\)</li>\n </ul>\n </li>\n</ul>\n<p>Note que \\(\\gamma_{M0}\\) é um coeficiente parcial de segurança do material e a sua designação pode diferir entre as normas. Note também que algumas normas, como a AISC, utilizam valores ligeiramente diferentes para o carregamento de corte, por exemplo 0,6. No entanto, no IDEA StatiCa Connection, as fórmulas seguem o critério de cedência de von Mises e são iguais em todas as normas. </p>\n<p>Disponível nas edições <strong>Expert </strong>e <strong>Enhanced </strong>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1",
"different_ways_of_load_definition"
],
"linkedItems": [
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Diferentes formas de definir efeitos da ação"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Load 0.png",
"description": null,
"type": "image/png",
"size": 264874,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b48129cc-31de-4055-a31a-76de27f4c7a0/Load%200.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Existem várias formas de introduzir as forças internas (para definir a ação) no modelo IDEA StatiCa Connection. Neste artigo, iremos analisar todas elas."
},
"content": {
"images": [
{
"description": null,
"imageId": "7d2f3aad-9708-49aa-b79d-6ce1b60f5188",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a057a28e-1b23-4520-9835-293a9495f08a/Load%201.png",
"height": 1022,
"width": 1920
},
{
"description": null,
"imageId": "05c7d640-2173-4624-93fc-412284df6398",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e208c1ea-d452-485c-bbf0-e1eb2e725b57/Load%202.png",
"height": 1019,
"width": 1605
},
{
"description": null,
"imageId": "542bb31c-b99f-4d11-94f8-341f9e352be9",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/66b57ca3-a0bb-41e1-b614-1c677b84c045/Load%203.png",
"height": 1022,
"width": 1920
},
{
"description": null,
"imageId": "16d418dc-b1de-4b0a-94b9-fc79a9455a4b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ca5527b0-5084-4c61-afd5-6500cc0c0e31/Model%20type%202.png",
"height": 1021,
"width": 1920
},
{
"description": null,
"imageId": "b0bdeb04-45c9-41cd-8f4a-97b8207e9997",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b21bb9e8-28c4-45a1-a883-c013396a481e/Load%204.png",
"height": 1020,
"width": 1920
},
{
"description": null,
"imageId": "7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/41f5be3f-578c-4f67-bd37-d40c85307534/Load%205.png",
"height": 1020,
"width": 1920
},
{
"description": null,
"imageId": "67fd8d57-6022-4512-b6ad-cd6f8de1fa4f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9be3f133-c77a-4e35-bbfb-4e6da2b1c591/Load%206.png",
"height": 1022,
"width": 1920
},
{
"description": null,
"imageId": "60ae4962-7fb3-48fb-af03-b9e10cc2c5d4",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c11b4686-30a1-4b96-9847-b30392c94ba8/Load%207.png",
"height": 1026,
"width": 1920
},
{
"description": null,
"imageId": "77501ba5-0343-4a9e-812e-2c5cb06296bb",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b67e22df-fa31-4834-a0d9-9215e22d5f89/Load%208.png",
"height": 1025,
"width": 1920
},
{
"description": null,
"imageId": "4c8075e7-bfee-4b68-99b6-e70f346e703b",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/059861ec-187c-4545-b669-8027a4db8013/Checkbot%202.png",
"height": 1030,
"width": 1920
},
{
"description": null,
"imageId": "a48c7c30-afec-49a4-9411-5ebf0dc77b78",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ab22f3e6-4cc8-4690-8877-0aef4ba1d3c2/How%20to%20combine%20Tekla%20Structures%20and%20SAP2000%20for%20steel%20connection%20design.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "cd93283f-5665-4d3c-a7ad-5d48a9cebac2",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1e09c965-7742-4bfa-a075-fb406f5798e8/Load%209.png",
"height": 148,
"width": 222
},
{
"description": null,
"imageId": "c4383328-4cee-4b5f-bcd0-de31fd1a6ccf",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f4762ada-0bc1-4251-8d11-b5c0ef816b91/Load%2010.png",
"height": 1022,
"width": 1920
},
{
"description": null,
"imageId": "3e181139-6f63-4555-9ba0-84d19b33401d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a92e2f7f-f726-46c3-8156-35e50cbecc8e/Load%2011.png",
"height": 1021,
"width": 1920
},
{
"description": null,
"imageId": "2d1a91c7-5b2e-4310-b830-4b6f90947117",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9859cf4e-cb1a-411e-8406-39cf7de55279/Percentage%20loading%202.png",
"height": 630,
"width": 1200
}
],
"linkedItemCodenames": [
"cfd6ee05_9900_0182_cb4b_c8fe97dff9f1",
"acb6eee0_8716_01eb_810b_13c27cdcba94",
"b0991185_1d4a_0110_6f1c_5ebd685eff67",
"b2b91eec_1bf5_0160_bf55_03a1e2b9ca40",
"n03a7603a_cf04_011b_4417_f01b2d7bf671",
"n2bd3866a_8b58_01bc_eee3_57415c455f27",
"n660f984f_a1a5_010a_722e_5c690be8c4fc"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Introdução manual na tabela"
},
"id": {
"name": "ID",
"type": "text",
"value": "manual_input_table"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "cfd6ee05_9900_0182_cb4b_c8fe97dff9f1",
"collection": "default",
"id": "cfd6ee05-9900-0182-cb4b-c8fe97dff9f1",
"language": "pt-PT",
"lastModified": "2026-04-15T18:35:05.36194Z",
"name": "cfd6ee05-9900-0182-cb4b-c8fe97dff9f1",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Introdução manual a partir de uma folha de cálculo"
},
"id": {
"name": "ID",
"type": "text",
"value": "manual_input_spreadsheet"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "acb6eee0_8716_01eb_810b_13c27cdcba94",
"collection": "default",
"id": "acb6eee0-8716-01eb-810b-13c27cdcba94",
"language": "pt-PT",
"lastModified": "2026-04-15T18:35:05.36194Z",
"name": "acb6eee0-8716-01eb-810b-13c27cdcba94",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Importação automática através da ligação BIM (IDEA StatiCa Checkbot)"
},
"id": {
"name": "ID",
"type": "text",
"value": "automatic_import_checkbot"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "b0991185_1d4a_0110_6f1c_5ebd685eff67",
"collection": "default",
"id": "b0991185-1d4a-0110-6f1c-5ebd685eff67",
"language": "pt-PT",
"lastModified": "2026-04-15T18:35:05.36194Z",
"name": "b0991185-1d4a-0110-6f1c-5ebd685eff67",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/gbFwTCMBHEw"
}
},
"system": {
"codename": "b2b91eec_1bf5_0160_bf55_03a1e2b9ca40",
"collection": "default",
"id": "b2b91eec-1bf5-0160-bf55-03a1e2b9ca40",
"language": "pt-PT",
"lastModified": "2026-04-15T18:35:05.36194Z",
"name": "b2b91eec-1bf5-0160-bf55-03a1e2b9ca40",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Transferência de ações de um projeto Connection para outro"
},
"id": {
"name": "ID",
"type": "text",
"value": "load_transfer"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n03a7603a_cf04_011b_4417_f01b2d7bf671",
"collection": "default",
"id": "03a7603a-cf04-011b-4417-f01b2d7bf671",
"language": "pt-PT",
"lastModified": "2026-04-15T18:35:05.36194Z",
"name": "03a7603a-cf04-011b-4417-f01b2d7bf671",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/mQtsdkxuqH4?t=1638"
}
},
"system": {
"codename": "n2bd3866a_8b58_01bc_eee3_57415c455f27",
"collection": "default",
"id": "2bd3866a-8b58-01bc-eee3-57415c455f27",
"language": "pt-PT",
"lastModified": "2026-04-15T18:35:05.36194Z",
"name": "2bd3866a-8b58-01bc-eee3-57415c455f27",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Ação em percentagem da capacidade da secção transversal"
},
"id": {
"name": "ID",
"type": "text",
"value": "percentage_load"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n660f984f_a1a5_010a_722e_5c690be8c4fc",
"collection": "default",
"id": "660f984f-a1a5-010a-722e-5c690be8c4fc",
"language": "pt-PT",
"lastModified": "2026-04-15T18:35:05.36194Z",
"name": "660f984f-a1a5-010a-722e-5c690be8c4fc",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "equilibrium_and_supporting_member",
"linkId": "f32270b7-97ff-5d81-94b7-35e6b51c7dde",
"urlSlug": "equilibrium-and-supporting-member",
"type": "support_center_article"
},
{
"codename": "how_to_model_one_bolt_connection",
"linkId": "ac982d36-e45a-5d9f-93f8-344206647dc4",
"urlSlug": "how-to-model-one-bolt-connection",
"type": "support_center_article"
},
{
"codename": "units",
"linkId": "832da2a8-6d89-4598-84c5-dfc30515c634",
"urlSlug": "how-to-change-units-in-idea-statica-connection",
"type": "support_center_article"
},
{
"codename": "how_to_define_correct_load_position",
"linkId": "a25875d5-40c2-5ae8-8919-18016fad28ff",
"urlSlug": "how-to-define-correct-load-position",
"type": "support_center_article"
},
{
"codename": "how_to_import_load_effects_from_excel_sheet",
"linkId": "0a4c97f6-c58f-5ef2-8fe4-89943e9c4fdb",
"urlSlug": "how-to-import-load-effects-from-excel-sheet",
"type": "support_center_article"
},
{
"codename": "rn_22_1__template__copy__f1af162",
"linkId": "f1af1623-b7a3-4b77-8562-18cddae30194",
"urlSlug": "calculate-load-extremes",
"type": "support_center_article"
},
{
"codename": "rn_21_1__checkbot",
"linkId": "4074acd5-0f5f-40f9-aa70-ac1ff373919d",
"urlSlug": "checkbot-bulk-bim-workflows",
"type": "support_center_article"
},
{
"codename": "bim___the_answer_to_all_our_prayers_",
"linkId": "765fe9a2-8335-43d4-b39f-1644fa998def",
"urlSlug": "bim-the-answer-to-all-our-structural-engineering-prayers",
"type": "blog_post"
},
{
"codename": "load_import_from_fea_programs",
"linkId": "ff3dbaee-d843-5143-b29c-de5620fc3d7d",
"urlSlug": "unbalanced-forces-from-bim-link-import",
"type": "support_center_article"
},
{
"codename": "n2021_08_11_tackling_idea_statica_connection___comp_f49107c",
"linkId": "f49107c3-7d30-45ad-b171-60b3ca12a47c",
"urlSlug": "tackling-idea-statica-connection-bim-links",
"type": "webinar"
},
{
"codename": "idea_statica_tutorial___how_to_combine_tekla_struc",
"linkId": "222de7bd-bfbc-5601-9021-26e5b4a3e0a4",
"urlSlug": "how-to-combine-tekla-structures-and-sap2000-en",
"type": "support_center_article"
},
{
"codename": "rn_20_1__new_connection_wizard__copy_",
"linkId": "b92caa67-b0b1-4a16-a385-8f4926f916b2",
"urlSlug": "percentage-loading",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Para definir as ações, pode utilizar uma das seguintes cinco opções:</p>\n<ol>\n <li><a href=\"#manual_input_table\">Introdução manual na tabela</a></li>\n <li><a href=\"#manual_input_spreadsheet\">Introdução manual a partir de uma folha de cálculo</a></li>\n <li><a href=\"#automatic_import_checkbot\">Importação automática através da ligação BIM (IDEA StatiCa Checkbot)</a></li>\n <li><a href=\"#load_transfer\">Transferência de ações de um projeto Connection para outro</a></li>\n <li><a href=\"#percentage_load\">Ação em percentagem da capacidade da secção transversal</a></li>\n</ol>\n<p>Agora, vamos analisar cada uma das opções da lista.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cfd6ee05_9900_0182_cb4b_c8fe97dff9f1\"></object>\n<h2>1. Introdução manual na tabela</h2>\n<p>Este é o procedimento básico e direto: na tabela de ações, pode carregar os elementos com o conjunto de seis forças internas. </p>\n<p>Com base na opção \"Ações em equilíbrio\" selecionada, a tabela de forças não equilibradas é apresentada na parte inferior. (Nota: Quando a opção está DESATIVADA, não é possível aplicar ações no elemento de apoio. Para mais informações, consulte <a data-item-id=\"f32270b7-97ff-5d81-94b7-35e6b51c7dde\" href=\"\">Equilíbrio e elemento de apoio</a>.)</p>\n<figure data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a057a28e-1b23-4520-9835-293a9495f08a/Load%201.png\" data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" alt=\"\"></figure>\n<p>Diferentes ações estão disponíveis na faixa de opções superior, acima da tabela de ações, ou no menu do botão direito do rato. Pode definir vários casos de ação, copiar ou eliminar os existentes, ou desselecionar alguns casos de ação para a análise (estes não serão avaliados). </p>\n<figure data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e208c1ea-d452-485c-bbf0-e1eb2e725b57/Load%202.png\" data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\" alt=\"\"></figure>\n<p>Para visualizar o diagrama do momento fletor no elemento selecionado, mude o modo de visualização para <strong>Wireframe </strong>(canto superior direito da cena 3D) e selecione o elemento na tabela de ações. A ação a vermelho na cena representa a ação no apoio (reações). </p>\n<figure data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/66b57ca3-a0bb-41e1-b614-1c677b84c045/Load%203.png\" data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" alt=\"\"></figure>\n<p>Com base no tipo de modelo selecionado, as células correspondentes na tabela de ações ficam \"bloqueadas\" (impedindo a introdução de dados). Consulte mais informações no artigo <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">Como modelar uma ligação de um parafuso (Tipo de modelo)</a>. </p>\n<figure data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ca5527b0-5084-4c61-afd5-6500cc0c0e31/Model%20type%202.png\" data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" alt=\"\"></figure>\n<p>Para alterar as unidades, consulte <a data-item-id=\"832da2a8-6d89-4598-84c5-dfc30515c634\" href=\"\">Como alterar as unidades no IDEA StatiCa Connection</a>.</p>\n<p>Certifique-se de que define as forças na posição correta em conjunto com os tipos de modelo dos elementos correspondentes. Leia o artigo <a data-item-id=\"a25875d5-40c2-5ae8-8919-18016fad28ff\" href=\"\">Como definir a posição correta da ação (Forças em)</a> para compreender o problema.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"acb6eee0_8716_01eb_810b_13c27cdcba94\"></object>\n<h2>2. Introdução manual a partir de uma folha de cálculo</h2>\n<p>Para poupar tempo ou transferir a ação de outro ficheiro de origem (pode ser o seu modelo de análise global ou apenas outro modelo IDEA StatiCa Connection), existe a opção de introduzir em massa os valores da ação da tabela a partir de uma folha de cálculo. Utilize o botão <strong>XLS Import</strong> na faixa de opções superior.</p>\n<figure data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b21bb9e8-28c4-45a1-a883-c013396a481e/Load%204.png\" data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" alt=\"\"></figure>\n<p>Na figura, a tabela Excel é composta por três casos de ação. Basta <strong>copiar + colar</strong> os valores (CTRL+C e CTRL+V).</p>\n<figure data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/41f5be3f-578c-4f67-bd37-d40c85307534/Load%205.png\" data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" alt=\"\"></figure>\n<p>Os valores são automaticamente divididos em três casos de ação. Certifique-se de que a ordem das linhas que está a transferir corresponde exatamente à ordem dos elementos na tabela de ações da ligação. Pode <strong>reorganizar</strong> a tabela utilizando as setas à direita. Para evitar o primeiro caso de ação vazio, utilize a opção <strong>Substituir ações existentes</strong>.</p>\n<figure data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9be3f133-c77a-4e35-bbfb-4e6da2b1c591/Load%206.png\" data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" alt=\"\"></figure>\n<p>Após confirmar com OK, são criados três casos de ação. Os valores zero na tabela de forças não equilibradas confirmam que a importação foi realizada corretamente. Consulte também <a data-item-id=\"0a4c97f6-c58f-5ef2-8fe4-89943e9c4fdb\" href=\"\">Como importar efeitos da ação a partir de uma folha Excel</a>.</p>\n<p>Para um conjunto alargado de efeitos da ação, considere utilizar a função <a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Seleção de Extremos de Ação</a>.</p>\n<figure data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c11b4686-30a1-4b96-9847-b30392c94ba8/Load%207.png\" data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" alt=\"\"></figure>\n<p>Para transferir a ação de um modelo IDEA StatiCa Connection para outro, também pode exportar os valores para uma tabela utilizando o botão <strong>XLS Export</strong> na faixa de opções superior. Os efeitos da ação são guardados como ficheiro CSV. No entanto, existe também uma forma mais simples descrita na secção 4 (Transferência de ações de um projeto Connection para outro).</p>\n<figure data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b67e22df-fa31-4834-a0d9-9215e22d5f89/Load%208.png\" data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b0991185_1d4a_0110_6f1c_5ebd685eff67\"></object>\n<h2>3. Importação automática através da ligação BIM (IDEA StatiCa Checkbot)</h2>\n<p>O fluxo de trabalho BIM é a funcionalidade essencial do IDEA StatiCa Connection. Ao utilizar a ligação BIM, as forças internas de todas as combinações de ações e casos de ação são importadas de uma só vez. Para facilitar e agilizar a transferência não só das ações, mas também de todos os elementos e secções transversais, desenvolvemos o <a href=\"https://www.ideastatica.com/bim-links\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Checkbot</a>, uma aplicação que permite ao IDEA StatiCa Connection integrar-se de forma contínua no processo BIM global.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b2b91eec_1bf5_0160_bf55_03a1e2b9ca40\"></object>\n<p>Consulte a funcionalidade completa do <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">IDEA StatiCa Checkbot no artigo dedicado</a> ou aprenda a utilizá-lo em conjunto com a sua aplicação FEA/CAD num dos <a href=\"https://www.ideastatica.com/support-center-tutorials?label=checkbot\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">muitos tutoriais disponíveis</a>.</p>\n<figure data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/059861ec-187c-4545-b669-8027a4db8013/Checkbot%202.png\" data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" alt=\"\"></figure>\n<p>Se não tiver a certeza se existe ligação à aplicação com que trabalha, visite o nosso site de <a href=\"https://www.ideastatica.com/bim-integrations\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Integrações suportadas</a>. Leia mais sobre o tema também no <a data-item-id=\"765fe9a2-8335-43d4-b39f-1644fa998def\" href=\"\">BIM – A resposta a todas as nossas orações (de engenharia estrutural)?</a> blogpost. </p>\n<p>As forças não equilibradas aquando da importação da ação através da ligação BIM são abordadas no artigo <a data-item-id=\"ff3dbaee-d843-5143-b29c-de5620fc3d7d\" href=\"\">Forças não equilibradas provenientes da importação por ligação BIM</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n03a7603a_cf04_011b_4417_f01b2d7bf671\"></object>\n<h2>4. Transferência de ações de um projeto Connection para outro</h2>\n<p>Esta é outra opção para transferir a ação de um modelo IDEA StatiCa Connection para outro. Pode ser útil, especialmente quando se dispõe de um modelo CAD com ligações dimensionadas e um modelo estrutural num programa FEA. Nesse caso, é possível combinar as ações do modelo de ligação exportado do FEA com o modelo de ligação exportado do CAD, ficando assim pronto para executar a análise.</p>\n<figure data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ab22f3e6-4cc8-4690-8877-0aef4ba1d3c2/How%20to%20combine%20Tekla%20Structures%20and%20SAP2000%20for%20steel%20connection%20design.png\" data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" alt=\"\"></figure>\n<p>Prima o botão <strong>Connection Import</strong> na faixa de opções superior.</p>\n<figure data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1e09c965-7742-4bfa-a075-fb406f5798e8/Load%209.png\" data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" alt=\"\"></figure>\n<p>Em seguida, selecione o ficheiro .ideacon do qual pretende importar a ação.</p>\n<figure data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f4762ada-0bc1-4251-8d11-b5c0ef816b91/Load%2010.png\" data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" alt=\"\"></figure>\n<p>Todos os casos de ação são transferidos para o novo modelo de ligação.</p>\n<figure data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a92e2f7f-f726-46c3-8156-35e50cbecc8e/Load%2011.png\" data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" alt=\"\"></figure>\n<p>Consulte a gravação do nosso webinar <a data-item-id=\"f49107c3-7d30-45ad-b171-60b3ca12a47c\" href=\"\">Tackling IDEA StatiCa Connection - BIM links</a>, onde é explicada a transferência de ações de um ficheiro .ideacon para outro através da função Connection Import, para combinar os modelos Tekla e SAP2000. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2bd3866a_8b58_01bc_eee3_57415c455f27\"></object>\n<p>O fluxo de trabalho combinado também é descrito no nosso tutorial <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">Como combinar Tekla Structures e SAP2000</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n660f984f_a1a5_010a_722e_5c690be8c4fc\"></object>\n<h2>5. Ação em percentagem da capacidade da secção transversal</h2>\n<p>Esta é uma opção simples para introduzir os efeitos da ação: os elementos podem ser carregados com uma percentagem definida da capacidade da sua secção transversal. A definição das ações como percentagem da capacidade da secção transversal destina-se principalmente a ser uma ferramenta simples. É preferível definir as ações em equilíbrio.</p>\n<figure data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9859cf4e-cb1a-411e-8406-39cf7de55279/Percentage%20loading%202.png\" data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" alt=\"\"></figure>\n<p>Leia mais sobre esta funcionalidade no artigo dedicado <a data-item-id=\"b92caa67-b0b1-4a16-a385-8f4926f916b2\" href=\"\">Ação em percentagem</a>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"equilibrium_and_supporting_member",
"rn_21_1__checkbot",
"rn_20_1__new_connection_wizard__copy_"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Load effects",
"codename": "load_effects"
},
{
"name": "Moment Connection",
"codename": "moment_connection"
},
{
"name": "Shear connection",
"codename": "shear_connection"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9100
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "different-ways-of-load-definition"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"different-ways-of-load-definition\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Diferentes formas de definição da ação"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Existem várias formas de introduzir as forças internas (para definir a ação) no modelo IDEA StatiCa Connection. Neste artigo, iremos analisar todas elas."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:22</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "different_ways_of_load_definition",
"collection": "default",
"id": "3eca9f92-b870-40f1-b11b-dd1ba61acb5a",
"language": "pt-PT",
"lastModified": "2026-04-15T18:35:05.36194Z",
"name": "Different ways to define load effects",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Load effects",
"codename": "load_effects"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "percentage-loading"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"percentage-loading\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Carregamento percentual"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Com a nova opção para definir os efeitos da ação, os elementos podem ser carregados por uma percentagem definida da capacidade da sua secção transversal."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:22</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__new_connection_wizard__copy_",
"collection": "default",
"id": "b92caa67-b0b1-4a16-a385-8f4926f916b2",
"language": "pt-PT",
"lastModified": "2026-04-15T12:22:17.025123Z",
"name": "RN 20.1: Percentage loading",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Distâncias de apoio de parafusos para o Eurocódigo"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Bolt bearing distances 0.png",
"description": null,
"type": "image/png",
"size": 61404,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6fa1d794-08ab-4650-9979-83127d60fc12/Bolt%20bearing%20distances%200.png",
"width": 1015,
"height": 541,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "206cf95d-3010-4d11-ab8a-aceb3f62bdc6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png",
"height": 554,
"width": 1042
},
{
"description": null,
"imageId": "15a106be-af4c-4966-ac50-a889863e1a5c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png",
"height": 333,
"width": 1042
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A nova versão traz um algoritmo melhorado para o cálculo do espaçamento entre parafusos (<em>p</em><sub>1</sub>; <em>p</em><sub>2</sub>), distâncias de extremidade (<em>e</em><sub>1</sub>) e de bordo (<em>e</em><sub>2</sub>) <strong>para a verificação normativa de apoio do Eurocódigo</strong>. Esta melhoria é sobretudo relevante para geometrias gerais de chapas, chapas com aberturas, recortes, etc.</p>\n<p>O algoritmo lê a direção real do vetor de força de corte resultante num dado parafuso e calcula as distâncias necessárias para a verificação normativa de apoio.</p>\n<p>As distâncias de extremidade (<em>e</em><sub>1</sub>) e de bordo (<em>e</em><sub>2</sub>) são determinadas dividindo o contorno da chapa em três segmentos. O \"segmento de extremidade\" é indicado por um intervalo de 60° na direção do vetor de força. Os \"segmentos de bordo\" são definidos por dois intervalos de 65° perpendiculares ao vetor de força. A menor distância entre um parafuso e um bordo no segmento relevante é então tomada como distância de extremidade ou de bordo.</p>\n<p>O algoritmo avalia todas as chapas ligadas pelo parafuso — as chapas de ligação (por exemplo, uma chapa de emenda), as chapas do elemento (por exemplo, um banzo superior) — e é utilizada a menor distância.</p>\n<figure data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png\" data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" alt=\"\"></figure>\n<p>As distâncias de espaçamento entre furos de parafusos (p1; p2) são determinadas ampliando virtualmente os furos de parafusos circundantes em metade do seu diâmetro e traçando duas linhas na direção e perpendicularmente ao vetor de força de corte. Quando estas linhas intersectam furos de parafusos virtualmente ampliados, as distâncias a esses parafusos são consideradas como <em>p</em><sub>1</sub> e <em>p</em><sub>2</sub> no cálculo.</p>\n<p>Se as linhas não intersectarem o parafuso visualmente mais próximo (mesmo que a linha passe perto do parafuso), esse parafuso é ignorado. Se as linhas não intersectarem nenhum parafuso, é utilizado um valor infinito.</p>\n<figure data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png\" data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" alt=\"\"></figure>\n<p>Disponível nas edições <strong>Expert </strong>e <strong>Enhanced </strong>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"bolts__bolted_connections__pins___",
"theoretical_background___ec___bolts_and_preloaded_",
"how_to_define_pre_loaded_bolts",
"different_tension_forces_in_the_bolts"
],
"linkedItems": [
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Verificação normativa de parafusos e parafusos pré-esforçados (EN)"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Structural check of bolts and preloaded bolts (EN).png",
"description": null,
"type": "image/png",
"size": 94170,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cc237920-0095-4c7e-b18b-8a256d78025d/Structural%20check%20of%20bolts%20and%20preloaded%20bolts%20%28EN%29.png",
"width": 827,
"height": 620,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "de7215de-898d-4c3b-bd97-fa57ff69311e",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a7118264-bc51-467c-af9b-09b310aea86a/Bolt_check.png",
"height": 412,
"width": 572
},
{
"description": null,
"imageId": "206cf95d-3010-4d11-ab8a-aceb3f62bdc6",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png",
"height": 554,
"width": 1042
},
{
"description": null,
"imageId": "15a106be-af4c-4966-ac50-a889863e1a5c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png",
"height": 333,
"width": 1042
}
],
"linkedItemCodenames": [
"take_idea_statica_24_0_for_a_test_drive_today"
],
"linkedItems": [
"[Circular Reference]"
],
"links": [
{
"codename": "landing_page___steel_verification",
"linkId": "06158daa-1491-4e83-ac34-4964bd5a3c63",
"urlSlug": "steel-verification",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h3>Parafusos</h3>\n<p>A rigidez inicial e a resistência de cálculo dos parafusos ao corte são modeladas em <a data-item-id=\"06158daa-1491-4e83-ac34-4964bd5a3c63\" href=\"\">CBFEM</a> de acordo com as Cl. 3.6 e 6.3.2 da EN 1993-1-8. A mola que representa o apoio e a tração tem um comportamento força-deformação bilinear com rigidez inicial e resistência de cálculo de acordo com as Cl. 3.6 e 6.3.2 da EN 1993-1-8.</p>\n<p>Resistência de cálculo à tração do parafuso (EN 1993-1-8 – Tabela 3.4):</p>\n<p>\\[ F_{t,Rd}=0.9 f_{ub} A_s / \\gamma_{M2} \\]</p>\n<p>Resistência de cálculo ao punçoamento da cabeça do parafuso ou da porca (EN 1993-1-8 – Tabela 3.4):</p>\n<p>\\[ B_{p,Rd} = 0.6 \\pi d_m t_p f_u / \\gamma_{M2} \\]</p>\n<p>Resistência de cálculo ao corte por plano de corte (EN 1993-1-8 – Tabela 3.4):</p>\n<p>\\[ F_{v,Rd} = \\alpha_v f_{ub} A_s / \\gamma_{M2} \\]</p>\n<p>A resistência de cálculo ao corte pode ser multiplicada pelo fator de redução <em>β</em><sub>p</sub> se existirem enchimentos (EN 1993-1-8 – Cl. 3.6.1. (12)), e esta opção estiver selecionada na configuração normativa.</p>\n<p>Resistência de cálculo ao esmagamento da chapa (EN 1993-1-8 – Tabela 3.4):</p>\n<p>\\( F_{b,Rd} = k_1 \\alpha_b f_u d t / \\gamma_{M2} \\) para furos normais</p>\n<p>\\( F_{b,Rd} = 0.6 k_1 \\alpha_b f_u d t / \\gamma_{M2} \\) para furos oblongos</p>\n<p>Utilização à tração [%]:</p>\n<p>\\[ Ut_t = \\frac{F_{t,Ed}}{\\min (F_{t,Rd},\\, B_{p,Rd})} \\]</p>\n<p>Utilização ao corte [%]:</p>\n<p>\\[ Ut_s = \\frac{F_{v,Ed}}{\\min (F_{v,Rd},\\, F_{b,Rd})} \\]</p>\n<p>Interação corte e tração [%]:</p>\n<p>\\[ Ut_{ts}=\\frac{F_{v,Ed}}{F_{v,Rd}}+\\frac{F_{t,Ed}}{1.4 F_{t,Rd}} \\]</p>\n<p>onde:</p>\n<ul>\n <li><em>A</em><sub>s</sub> – área de tensão de tração do parafuso</li>\n <li><em>f</em><sub>ub</sub> – resistência última à tração do parafuso</li>\n <li><em>d</em><sub>m</sub> – média das dimensões entre vértices e entre faces da cabeça do parafuso ou da porca, tomando o menor valor</li>\n <li><em>d</em> – diâmetro do parafuso</li>\n <li><em>t</em><sub>p</sub> – espessura da chapa sob a cabeça do parafuso/porca</li>\n <li><em>f</em><sub>u</sub> – resistência última do aço</li>\n <li><em>α</em><sub>v</sub> = 0.6 para classes 4.6, 5.6, 8.8 e 0.5 para classes 4.8, 5.8, 6.8, 10.9</li>\n <li>\\( k_1 = \\min \\left \\{2.8 \\frac{e_2}{d_0}-1.7, \\, 1.4 \\frac{p_2}{d_0}-1.7, \\, 2.5 \\right \\} \\) – fator da Tabela 3.4</li>\n <li>\\(\\alpha_b = 1.0\\) se a verificação ao esmagamento com \\(\\alpha_b\\) estiver desativada na configuração normativa; se a verificação estiver ativada, o valor de <em>α</em><sub>b</sub> é determinado de acordo com EN 1993-1-8 – Tabela 3.4: \\( \\alpha_b = \\min \\left \\{ \\alpha_d, \\, \\frac{f_{ub}}{f_u}, \\, 1.0 \\right \\} \\)</li>\n <li>\\(\\alpha_d = \\min \\left \\{ \\frac{e_1}{3 d_0}, \\, \\frac{p_1}{3 d_0}-\\frac{1}{4} \\right \\} \\)</li>\n <li><em>e</em><sub>1</sub>, <em>e</em><sub>2</sub> – distâncias às extremidades na direção da carga e perpendicularmente à carga</li>\n <li><em>p</em><sub>1</sub>, <em>p</em><sub>2</sub> – espaçamentos entre parafusos na direção da carga e perpendicularmente à carga</li>\n <li><em>F</em><sub>t,Ed</sub> – força de tração de cálculo no parafuso</li>\n <li><em>F</em><sub>v,Ed</sub> – força de corte de cálculo no parafuso</li>\n <li><em>γ</em><sub>M2</sub> – coeficiente de segurança (EN 1993-1-8 – Tabela 2.1; editável na configuração normativa)</li>\n</ul>\n<figure data-asset-id=\"de7215de-898d-4c3b-bd97-fa57ff69311e\" data-image-id=\"de7215de-898d-4c3b-bd97-fa57ff69311e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a7118264-bc51-467c-af9b-09b310aea86a/Bolt_check.png\" data-asset-id=\"de7215de-898d-4c3b-bd97-fa57ff69311e\" data-image-id=\"de7215de-898d-4c3b-bd97-fa57ff69311e\" alt=\"\"></figure>\n<p>As distâncias às extremidades utilizadas para a resistência ao esmagamento dos parafusos devem ser relevantes para geometrias gerais de chapas, chapas com aberturas, recortes, etc.</p>\n<p>O algoritmo lê a direção real do vetor da força de corte resultante num dado parafuso e calcula as distâncias necessárias para a verificação ao esmagamento.</p>\n<p>As distâncias de extremidade (<em>e</em><sub>1</sub>) e de bordo (<em>e</em><sub>2</sub>) são determinadas dividindo o contorno da chapa em três segmentos. O \"segmento de extremidade\" é indicado por um intervalo de 60° na direção do vetor de força. Os \"segmentos de bordo\" são definidos por dois intervalos de 65° perpendiculares ao vetor de força. A menor distância entre um parafuso e um bordo no segmento relevante é então tomada como distância de extremidade ou de bordo.</p>\n<p>O algoritmo avalia todas as chapas ligadas pelo parafuso — as chapas de ligação (por exemplo, uma chapa de emenda), as chapas do elemento (por exemplo, um banzo superior) — e é utilizada a menor distância.</p>\n<figure data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png\" data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" alt=\"\"></figure>\n<p>Os espaçamentos entre furos de parafusos (p1; p2) são determinados ampliando virtualmente os furos de parafusos circundantes em metade do seu diâmetro e traçando duas linhas na direção e perpendicularmente ao vetor da força de corte. Quando estas linhas intersectam furos de parafusos virtualmente ampliados, as distâncias a esses parafusos são consideradas como <em>p</em><sub>1</sub> e <em>p</em><sub>2</sub> no cálculo.</p>\n<p>Se as linhas não intersectarem o parafuso visualmente mais próximo (mesmo que a linha passe perto do parafuso), esse parafuso é ignorado. Se as linhas não intersectarem nenhum parafuso, é utilizado um valor infinito.</p>\n<figure data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png\" data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" alt=\"\"></figure>\n<h4>Parafusos que ligam chapas de paredes finas</h4>\n<p>Para parafusos que ligam chapas com espessura inferior a 3 mm, são utilizadas as disposições da EN 1993-1-3, Tabela 8.4. </p>\n<p><strong>Resistência ao esmagamento:</strong></p>\n<p>\\[F_{b,Rd}=2.5\\cdot \\alpha_b \\cdot k_t \\cdot f_u \\cdot d \\cdot t /\\gamma_{M2}\\]</p>\n<p>onde:</p>\n<ul>\n <li>\\( \\alpha_b=\\min \\left \\{ 1.0, e_1/(3d) \\right \\} \\)</li>\n <li>\\(k_t = (0.8 t+1.5)/2.5 \\) para 0.75 mm \\(\\le t \\le\\) 1.25 mm; \\( k_t=1.0 \\) para \\(t>1.25\\) mm</li>\n <li>\\(f_u\\) – resistência última da chapa ligada</li>\n <li>\\(d\\) – diâmetro do parafuso</li>\n <li>\\(t\\) – espessura da chapa ligada</li>\n <li>\\(\\gamma_{M2}\\) – coeficiente de segurança parcial para ligações, editável na configuração normativa; por defeito \\(\\gamma_{M2}=1.25\\)</li>\n</ul>\n<p>A resistência ao corte, a resistência à tração, a interação entre tração e corte, e a resistência ao punçoamento são determinadas de acordo com a EN 1993-1-8 — da mesma forma que para parafusos que ligam chapas com espessura superior a 3 mm.</p>\n<p><strong>Domínio de validade:</strong></p>\n<p>\\[e_1 \\ge 1.0 d_0 \\]</p>\n<p>\\[p_1 \\ge 3 d_0 \\]</p>\n<p>\\[e_2 \\ge 1.5 d_0 \\]</p>\n<p>\\[p_2 \\ge 3 d_0 \\]</p>\n<p>\\[ f_u \\le 550 \\textrm{ MPa} \\]</p>\n<p>\\[3 \\textrm{ mm} > t \\ge 0.75 \\textrm{ mm} \\]</p>\n<p>Dimensão mínima do parafuso: M6 – verificado como \\(d \\ge 6\\) mm</p>\n<p>Classes de resistência dos parafusos: 4.6 – 10.9 – verificado como \\(f_u \\le 1000\\) MPa</p>\n<p>Os parafusos serão assinalados como não verificados se estiverem fora do domínio de validade.</p>\n<h3>Parafusos pré-esforçados</h3>\n<p>Resistência de cálculo ao deslizamento por parafuso de classe 8.8 ou 10.9 (EN 1993-1-8, Cl. 3.9 – Equação 3.8):</p>\n<p>\\[ F_{s,Rd} =\\frac{k_s n \\mu (F_{p,C} - 0.8 F_{t,Ed})}{\\gamma_{M3}} \\]</p>\n<p>A força de pré-esforço (EN 1993-1-8 – Equação 3.7)</p>\n<p><em>F</em><sub>p,C</sub> = 0.7 <em>f</em><sub>ub</sub> <em>A</em><sub>s</sub></p>\n<p>O fator da força de pré-esforço 0.7 pode ser modificado na configuração normativa.</p>\n<p>Utilização [%]:</p>\n<p>\\[ Ut_s = \\frac{V}{F_{s,Rd}} \\]</p>\n<p>onde:</p>\n<ul>\n <li><em>A</em><sub>s</sub> – área de tensão de tração do parafuso</li>\n <li><em>f</em><sub>ub</sub> – resistência última à tração</li>\n <li><em>k</em><sub>s</sub> – coeficiente (EN 1993-1-8 – Tabela 3.6; <em>k</em><sub>s</sub> = 1 para furos redondos normais, <em>k</em><sub>s</sub> = 0.63 para furos oblongos)</li>\n <li><em>μ</em> – fator de deslizamento editável na configuração normativa (EN 1993-1-8 – Tabela 3.7)</li>\n <li><em>n</em> – número de superfícies de atrito. A verificação é calculada separadamente para cada superfície de atrito</li>\n <li><em>γ</em><sub>M3</sub> – coeficiente de segurança (EN 1993-1-8 – Tabela 2.1; editável na configuração normativa – os valores recomendados são 1.25 para o estado limite último e 1.1 para o estado limite de utilização)</li>\n <li><em>V</em> – força de corte de cálculo no parafuso</li>\n <li><em>F</em><sub>t,Ed</sub> – força de tração de cálculo no parafuso</li>\n</ul>\n<p>Se o deslizamento dos parafusos pré-esforçados for verificado para o estado limite de utilização, estes devem ser posteriormente alterados para \"esmagamento – interação tração/corte\" e verificados para o estado limite último.</p>\n<h3>Dimensionamento ao fogo</h3>\n<p>Assume-se que os parafusos pré-esforçados deslizam, pelo que as verificações dos parafusos de esmagamento e dos parafusos pré-esforçados são iguais.</p>\n<p>As verificações à temperatura de incêndio e à temperatura ambiente são ambas realizadas e o mínimo é selecionado como resistência de cálculo à carga.</p>\n<p>A temperaturas elevadas, os parafusos são verificados de acordo com a EN 1993-1-2, Anexo D. Note-se que a área reduzida pela rosca é sempre utilizada na verificação ao corte de acordo com D1.1.1. </p>\n<h3>Pormenorização</h3>\n<p>As verificações de pormenorização dos parafusos são realizadas se a opção estiver selecionada na configuração normativa. São verificadas as dimensões do centro do parafuso às extremidades da chapa e entre parafusos. A distância ao bordo <em>e</em> = 1.2 e o espaçamento entre parafusos <em>p</em> = 2.2 são recomendados na Tabela 3.3 da EN 1993-1-8. O utilizador pode modificar ambos os valores na configuração normativa.</p>\n<p>É verificada a espessura mínima das chapas ligadas por parafusos. A espessura da chapa deve ser superior a 0.75 mm de acordo com a EN 1993-1-3 – Tabela 8.4.</p>\n<p>É emitida informação caso os requisitos de ductilidade e capacidade de rotação para ligações aparafusadas à tração de acordo com a EN 1993-1-8 – 6.4.2 não sejam satisfeitos. Se o parafuso estiver predominantemente sujeito a tração, a chapa ligada mais fina deve satisfazer:</p>\n<p>\\[t \\le 0,36d \\sqrt{\\frac{f_{ub}}{f_y}}\\]</p>\n<p><br></p>\n<p>As dimensões padrão dos conjuntos de parafusos são de acordo com a EN ISO 4014 – Cabeças de parafusos hexagonais, EN ISO 4032 – Porcas hexagonais normais, e EN ISO 7089 – Anilhas planas – Série normal – Grau de produto A. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background___ec___welds",
"theoretical_background___ec___anchors",
"how_to_define_pre_loaded_bolts"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Como definir parafusos pré-carregados"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "pre_loaded_MainPicture.png",
"description": null,
"type": "image/png",
"size": 86766,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f80dc404-132f-449c-b8a8-c36e2c3fdefd/pre_loaded_MainPicture.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "6071f9a2-b820-4868-9807-9eab344f148c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8f6adba-df04-42d9-8cec-70a39896ee90/pre_loaded_01.png",
"height": 700,
"width": 850
},
{
"description": null,
"imageId": "2b51fb7a-6c65-4c54-ad19-f583983af540",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5621869a-85c6-4341-902e-559b1a4ba89c/pre_loaded_02.png",
"height": 279,
"width": 624
}
],
"linkedItemCodenames": [
"n976b3794_cec8_01a3_0b2f_6122bc187760"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/grZ-sR4T6hU?t=223"
}
},
"system": {
"codename": "n976b3794_cec8_01a3_0b2f_6122bc187760",
"collection": "default",
"id": "976b3794-cec8-01a3-0b2f-6122bc187760",
"language": "pt-PT",
"lastModified": "2026-05-29T13:47:01.7286519Z",
"name": "976b3794-cec8-01a3-0b2f-6122bc187760",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Para definir parafusos pré-carregados em quaisquer operações de fabrico relevantes (placas de extremidade, chapas de ligação, chapas de ligação, etc.), aceda à opção Transferência de força de corte no separador Parafusos e escolha a opção <strong>Fricção</strong>.</p>\n<figure data-asset-id=\"6071f9a2-b820-4868-9807-9eab344f148c\" data-image-id=\"6071f9a2-b820-4868-9807-9eab344f148c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8f6adba-df04-42d9-8cec-70a39896ee90/pre_loaded_01.png\" data-asset-id=\"6071f9a2-b820-4868-9807-9eab344f148c\" data-image-id=\"6071f9a2-b820-4868-9807-9eab344f148c\" alt=\"\"></figure>\n<p>Para a verificação normativa em ULS e SLS, é necessário executar a análise duas vezes (ou criar duas cópias do modelo) - uma vez para ULS e outra para SLS, uma vez que cada um dos estados limite tem um coeficiente de segurança diferente.</p>\n<p>Abra a <strong>Configuração normativa</strong> e modifique os coeficientes de segurança para cada estado limite, bem como o coeficiente de fricção e o fator de força de pré-tensão de acordo com a norma, conforme descrito no vídeo.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n976b3794_cec8_01a3_0b2f_6122bc187760\"></object>\n<p>No separador de resultados <strong>Parafusos pré-carregados</strong> pode ler a força de resistência ao deslizamento.</p>\n<figure data-asset-id=\"2b51fb7a-6c65-4c54-ad19-f583983af540\" data-image-id=\"2b51fb7a-6c65-4c54-ad19-f583983af540\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5621869a-85c6-4341-902e-559b1a4ba89c/pre_loaded_02.png\" data-asset-id=\"2b51fb7a-6c65-4c54-ad19-f583983af540\" data-image-id=\"2b51fb7a-6c65-4c54-ad19-f583983af540\" alt=\"\"></figure>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Bolts",
"codename": "bolts"
},
{
"name": "Contacts",
"codename": "contacts"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "how-to-define-preloaded-bolts"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"how-to-define-preloaded-bolts\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Como definir parafusos pré-carregados"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Os parafusos pré-carregados podem ser definidos em quaisquer operações de fabrico relevantes através da opção Transferência de força de corte no separador Parafusos."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 29.5.2026 12:06</li>\n <li>de-DE: Translated on 29.5.2026 12:44</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 29.5.2026 14:31</li>\n <li>fr-FR: Translated on 29.5.2026 13:22</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Translated on 29.5.2026 13:55</li>\n <li>ko-KR: Never translated</li>\n <li>nl-NL: Translated on 29.5.2026 15:09</li>\n <li>pl-PL: Never translated</li>\n <li>pt-PT: Translated on 29.5.2026 15:47</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "how_to_define_pre_loaded_bolts",
"collection": "default",
"id": "609266f4-ef0c-581c-bd49-b6552c96b17d",
"language": "pt-PT",
"lastModified": "2026-05-29T13:47:01.7286519Z",
"name": "How to define preloaded bolts",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "CBFEM",
"codename": "cbfem"
},
{
"name": "Bolts",
"codename": "bolts"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "check-of-bolts-and-preloaded-bolts-according-to-eurocode"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"check-of-bolts-and-preloaded-bolts-according-to-eurocode\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Parafusos e parafusos pré-esforçados (EN)"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "As forças nos parafusos, incluindo as forças de alavanca, são determinadas por análise de elementos finitos. As resistências dos parafusos são verificadas pelas disposições normativas. Dimensionamento estrutural de ligações de aço aparafusadas."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:18</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "theoretical_background___ec___bolts_and_preloaded_",
"collection": "default",
"id": "2f49e81d-802d-4857-84e1-8776e12bc8ee",
"language": "pt-PT",
"lastModified": "2026-04-15T10:18:35.7155174Z",
"name": "Theoretical background - EC - Bolts and preloaded bolts",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Força de alavanca e força de tração elevada nos parafusos"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Why do I get high bolt forces in endplates.png",
"description": null,
"type": "image/png",
"size": 269541,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d5eb28ac-e9fc-4700-bbcc-ee087ccc4ea4/Why%20do%20I%20get%20high%20bolt%20forces%20in%20endplates.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "4486942c-5444-4f7d-9552-b3ccfee011d2",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4a1da3cf-3f26-4ecb-9034-3943f4fc674a/tension_01.png",
"height": 787,
"width": 746
},
{
"description": null,
"imageId": "6a23a185-24a3-4c5e-bfac-ff6483e05929",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e20b4dd4-fe45-413f-97c7-4fe13ca7c540/high_bold_1-0.png",
"height": 750,
"width": 749
},
{
"description": null,
"imageId": "e8da6b79-a383-4bc2-a008-ae2c832aad5f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bd6a2ceb-9ec5-40dd-9ce3-064ce374ca8e/high_bold_0-0.png",
"height": 750,
"width": 751
},
{
"description": null,
"imageId": "49241006-cd6c-455c-bedd-1abdad4ee7fa",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8ad97c09-8495-4e96-9644-2e3d6881ffdc/Different%20tension%20forces%20in%20the%20bolts2.PNG",
"height": 642,
"width": 851
},
{
"description": null,
"imageId": "4b6625e6-e1f4-41a5-8d51-7d79833a38ae",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/717d523d-dae1-479e-af95-7774c1382ddc/Different%20tension%20forces%20in%20the%20bolts4.png",
"height": 2157,
"width": 5565
}
],
"linkedItemCodenames": [
"n0b537787_36af_0134_aead_ae160cd9a1c6"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/cjIC_OKgCSo?t=746"
}
},
"system": {
"codename": "n0b537787_36af_0134_aead_ae160cd9a1c6",
"collection": "default",
"id": "0b537787-36af-0134-aead-ae160cd9a1c6",
"language": "pt-PT",
"lastModified": "2026-05-29T13:52:04.3702578Z",
"name": "0b537787-36af-0134-aead-ae160cd9a1c6",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "precast_concrete_with_idea_statica__copy_",
"linkId": "02498f67-5228-438b-91d6-8ec5577f284d",
"urlSlug": "bolt-force-distribution-in-end-plate-beam-to-column-connection",
"type": "blog_post"
},
{
"codename": "theoretical_background___general",
"linkId": "d4aa2923-a94a-4c40-8fd8-93608acbf893",
"urlSlug": "general-theoretical-background",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Por que razão a força de tração num parafuso é superior ao esperado por um cálculo manual? Por que razão existem forças de tração nos parafusos numa ligação com chapa de alma? Por que razão as forças de tração nos parafusos são por vezes diferentes para cada classe de parafuso?</p>\n<p>A resposta comum é o modelo CBFEM utilizado nas aplicações IDEA StatiCa. A deformação das chapas e de outras partes é calculada como parte da análise de elementos finitos, e assim as forças de alavanca entram em ação. As forças de alavanca são as cargas adicionais também introduzidas nos parafusos. Leia mais sobre as forças de alavanca numa <a data-item-id=\"02498f67-5228-438b-91d6-8ec5577f284d\" href=\"\">publicação dedicada</a>.</p>\n<p>Como resultado das forças de alavanca, as forças de tração resultantes nos parafusos podem variar bastante dependendo do dimensionamento da ligação, da resistência das partes da ligação e dos efeitos das ações aplicadas.</p>\n<h3>Forças de tração nos parafusos de uma ligação com chapa de alma</h3>\n<p>Na maioria dos casos, as chapas de alma utilizam uma única chapa para ligar o elemento. A consequência disto é que se aplica uma pequena excentricidade à ligação. Esta excentricidade irá causar forças de alavanca adicionais nas chapas, o que induz tração nos parafusos.</p>\n<figure data-asset-id=\"4486942c-5444-4f7d-9552-b3ccfee011d2\" data-image-id=\"4486942c-5444-4f7d-9552-b3ccfee011d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4a1da3cf-3f26-4ecb-9034-3943f4fc674a/tension_01.png\" data-asset-id=\"4486942c-5444-4f7d-9552-b3ccfee011d2\" data-image-id=\"4486942c-5444-4f7d-9552-b3ccfee011d2\" alt=\"\"></figure>\n<p>Se for utilizada uma chapa de alma dupla e a ligação for simétrica, as únicas forças de tração nos parafusos surgem devido à deformação das chapas de alma, pois com as deformações é produzida uma excentricidade adicional.</p>\n<h3>Forças de tração mais elevadas nos parafusos de uma ligação com placa de extremidade</h3>\n<p>Quanto mais fina for a placa de extremidade, maior será a sua deformação sob os efeitos das ações aplicadas. Isto acrescenta o efeito de alavanca e forças de tração adicionais são aplicadas aos parafusos. Se a placa de extremidade for espessa e, portanto, suficientemente rígida, as forças de alavanca são eliminadas. Veja este efeito demonstrado num exemplo simples:</p>\n<p><strong>a) Placa de extremidade - espessura 10 mm, força de tração aplicada 200 kN</strong></p>\n<p>Força de tração resultante em 4 parafusos: 61,5 x 4 = 246 kN</p>\n<figure data-asset-id=\"6a23a185-24a3-4c5e-bfac-ff6483e05929\" data-image-id=\"6a23a185-24a3-4c5e-bfac-ff6483e05929\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e20b4dd4-fe45-413f-97c7-4fe13ca7c540/high_bold_1-0.png\" data-asset-id=\"6a23a185-24a3-4c5e-bfac-ff6483e05929\" data-image-id=\"6a23a185-24a3-4c5e-bfac-ff6483e05929\" alt=\"\"></figure>\n<p><strong>b) Placa de extremidade - espessura 40 mm, força de tração aplicada 200 kN</strong></p>\n<p>Força de tração resultante em 4 parafusos: 49,9 x 4 = 200 kN</p>\n<figure data-asset-id=\"e8da6b79-a383-4bc2-a008-ae2c832aad5f\" data-image-id=\"e8da6b79-a383-4bc2-a008-ae2c832aad5f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bd6a2ceb-9ec5-40dd-9ce3-064ce374ca8e/high_bold_0-0.png\" data-asset-id=\"e8da6b79-a383-4bc2-a008-ae2c832aad5f\" data-image-id=\"e8da6b79-a383-4bc2-a008-ae2c832aad5f\" alt=\"\"></figure>\n<h3>Forças de tração diferentes nos parafusos por classe de parafuso</h3>\n<p>Cada classe de parafuso tem um diagrama de trabalho diferente e valores diferentes de tensão de cedência. Numa ligação com placa de extremidade entre duas vigas carregadas por um momento fletor, é demonstrada a comparação de três classes diferentes de parafusos (8.8, 10.9 e 5.6) de um parafuso M20.</p>\n<figure data-asset-id=\"49241006-cd6c-455c-bedd-1abdad4ee7fa\" data-image-id=\"49241006-cd6c-455c-bedd-1abdad4ee7fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8ad97c09-8495-4e96-9644-2e3d6881ffdc/Different%20tension%20forces%20in%20the%20bolts2.PNG\" data-asset-id=\"49241006-cd6c-455c-bedd-1abdad4ee7fa\" data-image-id=\"49241006-cd6c-455c-bedd-1abdad4ee7fa\" alt=\"\"></figure>\n<p>Para efeitos de ações relativamente baixos, as forças de tração resultantes nos parafusos para cada classe apresentam valores semelhantes.</p>\n<p>Mas para efeitos de ações que resultam numa elevada utilização dos parafusos (e plastificação nos parafusos), a força de tração varia consoante a classe do parafuso. Quanto maior a classe do parafuso, maior a força de tração resultante.</p>\n<figure data-asset-id=\"4b6625e6-e1f4-41a5-8d51-7d79833a38ae\" data-image-id=\"4b6625e6-e1f4-41a5-8d51-7d79833a38ae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/717d523d-dae1-479e-af95-7774c1382ddc/Different%20tension%20forces%20in%20the%20bolts4.png\" data-asset-id=\"4b6625e6-e1f4-41a5-8d51-7d79833a38ae\" data-image-id=\"4b6625e6-e1f4-41a5-8d51-7d79833a38ae\" alt=\"\"></figure>\n<p>Para mais informações, consulte o <a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">enquadramento teórico</a> e a gravação em vídeo.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0b537787_36af_0134_aead_ae160cd9a1c6\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"different_shear_force_values_in_bolts___more_shear",
"bolts_are_too_close_to_plate_edge",
"connecting_rhs_with_through_bolts",
"theoretical_background___general___bolts_and_prelo"
],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "CBFEM",
"codename": "cbfem"
},
{
"name": "Bolts",
"codename": "bolts"
},
{
"name": "Stress/strain",
"codename": "stress_strain"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9800
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "prying-and-high-tension-force-in-bolts"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"different-tension-forces-in-the-bolts\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Força de alavanca e força de tração elevada em parafusos"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Por que razão a força de tração num parafuso é superior ao esperado pelo cálculo manual? Por que razão existem forças de tração nos parafusos numa ligação com chapa de alma? Por que razão as forças de tração nos parafusos são por vezes diferentes para cada classe de parafuso?"
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 29.5.2026 12:11</li>\n <li>de-DE: Translated on 29.5.2026 12:49</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 29.5.2026 14:36</li>\n <li>fr-FR: Translated on 29.5.2026 13:26</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Translated on 29.5.2026 13:59</li>\n <li>ko-KR: Never translated</li>\n <li>nl-NL: Translated on 29.5.2026 15:14</li>\n <li>pl-PL: Never translated</li>\n <li>pt-PT: Translated on 29.5.2026 15:52</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Never translated</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "different_tension_forces_in_the_bolts",
"collection": "default",
"id": "2c07f751-2638-5e69-a888-4cb8307741b0",
"language": "pt-PT",
"lastModified": "2026-05-29T13:52:04.3702578Z",
"name": "Prying and high tension force in bolts",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Bolts",
"codename": "bolts"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
},
{
"name": "Connection",
"codename": "connection"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 5500
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "bolt-bearing-distances-for-eurocode"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"bolt-bearing-distances-for-eurocode\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Distâncias de apoio de parafusos para o Eurocódigo"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A nova versão traz um algoritmo melhorado para o cálculo do espaçamento entre parafusos (p1; p2), distâncias de extremidade (e1) e de bordo (e2) para a verificação normativa de apoio do Eurocódigo."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:22</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__bolt_bearing_distances__en_",
"collection": "default",
"id": "26804761-f112-4709-a9a5-4f54410ddc34",
"language": "pt-PT",
"lastModified": "2026-04-15T12:22:34.5160717Z",
"name": "RN 20.1: Bolt bearing distances for Eurocode",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Um modelo melhorado de contactos"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Contact in tension 3.png",
"description": null,
"type": "image/png",
"size": 32411,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f75f7745-4ead-4fb3-bfa5-8c6c3b013c1a/Contact%20in%20tension%203.png",
"width": 1375,
"height": 430,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "290d69aa-1ee0-4076-846e-3242dc528bb0",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f75f7745-4ead-4fb3-bfa5-8c6c3b013c1a/Contact%20in%20tension%203.png",
"height": 430,
"width": 1375
},
{
"description": null,
"imageId": "1c5cdcdf-7e80-43b4-8dea-a98844d9effb",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/77d6d5b5-9a05-4a45-88c9-8645cc690a84/Contact%20in%20tension%202.png",
"height": 1080,
"width": 1825
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>O modelo de análise contém várias não-linearidades, entre elas os contactos entre chapas. Os contactos são muito rígidos à compressão e extremamente fracos à tração. </p>\n<p>No entanto, alguma rigidez é necessária mesmo à tração para garantir a estabilidade numérica do modelo. Existiam alguns casos muito raros com uma grande área de contacto e uma grande deformação à tração, em que a tração nos contactos consumia uma parte significativa da carga aplicada. </p>\n<figure data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f75f7745-4ead-4fb3-bfa5-8c6c3b013c1a/Contact%20in%20tension%203.png\" data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" alt=\"\"></figure>\n<p>O modelo de contacto foi melhorado para manter a estabilidade da análise numérica e limitar a força de tração no contacto a um nível negligenciável.</p>\n<figure data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/77d6d5b5-9a05-4a45-88c9-8645cc690a84/Contact%20in%20tension%202.png\" data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" alt=\"\"></figure>\n<p>Disponível nas edições <strong>Expert </strong>e <strong>Enhanced </strong>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1"
],
"linkedItems": [
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
},
{
"name": "Expert",
"codename": "expert"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Contacts",
"codename": "contacts"
},
{
"name": "Modeling",
"codename": "modeling"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "an-improved-model-of-contacts"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"an-improved-model-of-contacts\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Um modelo melhorado de contactos"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O modelo de contacto foi melhorado para manter a estabilidade da análise numérica e limitar a força de tração no contacto a um nível negligenciável."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:22</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__improved_model_of_contacts",
"collection": "default",
"id": "8f9596de-f78e-4169-ad3a-79d88ef7bd6f",
"language": "pt-PT",
"lastModified": "2026-04-15T12:22:20.8305825Z",
"name": "RN 20.1: Improved model of contacts",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Modelo melhorado de soldaduras de topo"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Butt welds upgraded model.png",
"description": null,
"type": "image/png",
"size": 99378,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png",
"width": 1109,
"height": 671,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "O tamanho das soldaduras de topo foi corrigido para soldaduras de topo de aresta para superfície."
},
"content": {
"images": [
{
"description": null,
"imageId": "401d916b-5fa2-4561-9051-9a6544652cea",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png",
"height": 671,
"width": 1109
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Anteriormente, era selecionada a espessura da placa mais fina. Agora, é selecionada a espessura da placa cuja aresta é utilizada. Isto pode ter um impacto muito reduzido nos resultados numa quantidade negligenciável de modelos mais antigos, devido à alteração das restrições multiponto no modelo de análise. Quando é utilizada a soldadura de topo maior, a restrição multiponto transfere a força para uma área maior na superfície da placa ligada.</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"\"></figure>\n<p>Disponível nas edições <strong>Expert </strong>e <strong>Enhanced </strong>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1",
"release_notes_idea_statica_concrete_20_1",
"welds__general_article_"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]",
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Modeling",
"codename": "modeling"
},
{
"name": "Welds",
"codename": "welds"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "butt-welds-upgraded-model"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"butt-welds-upgraded-model\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Modelo melhorado de soldaduras de topo"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O tamanho das soldaduras de topo foi corrigido para soldaduras de topo de aresta para superfície."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:25</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__butt_welds_upgraded_model",
"collection": "default",
"id": "040fcb75-d544-4d75-bc49-182d150177d7",
"language": "pt-PT",
"lastModified": "2026-04-15T10:25:43.3881723Z",
"name": "RN 20.1: Butt welds upgraded model",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Verificação de soldaduras em falta"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Missing welds.png",
"description": null,
"type": "image/png",
"size": 16182,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png",
"width": 516,
"height": 308,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Adicionámos mais uma ferramenta útil para ajudar automaticamente o utilizador a encontrar partes não soldadas da ligação: o utilitário para analisar um modelo de ligação em busca de soldaduras potencialmente em falta."
},
"content": {
"images": [
{
"description": null,
"imageId": "450a4d6a-d571-4297-a195-63e33fdd30bc",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png",
"height": 308,
"width": 516
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A ferramenta identifica e lista as chapas e arestas de chapas relevantes e permite adicionar as soldaduras em falta.</p>\n<p>Pode aceder a esta funcionalidade clicando com o botão direito do rato em Operações na árvore de entidades no lado direito da cena.</p>\n<figure data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png\" data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" alt=\"\"></figure>\n<p>Disponível nas edições <strong>Expert </strong>e <strong>Enhanced </strong>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1",
"release_notes_idea_statica_concrete_20_1",
"welds__general_article_"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]",
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
},
{
"name": "Modeling",
"codename": "modeling"
},
{
"name": "Welds",
"codename": "welds"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "check-of-missing-welds"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"check-of-missing-welds\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "true"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "index, follow",
"codename": "index__follow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Verificação de soldaduras em falta"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Este utilitário analisa um modelo de ligação, identifica e lista as chapas e arestas de chapas relevantes e permite adicionar as soldaduras em falta."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 14:22</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__check_of_missing_welds",
"collection": "default",
"id": "c1adb56e-c715-4213-b637-bc94b8f84def",
"language": "pt-PT",
"lastModified": "2026-04-15T12:22:51.0394257Z",
"name": "RN 20.1: Check of missing welds",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Excentricidade da chapa de ligação"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "31956cc7-445d-472f-ab9f-a24279bf8eac",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/796cec62-7a0f-44c7-b383-8aa440179c1a/Connecting%20plate%20eccentricity%202.png",
"height": 943,
"width": 1868
},
{
"description": null,
"imageId": "553c5d95-e086-4623-8cc8-06b6ca9bbeb4",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4c4e5a3c-9dbd-42ce-9d98-f5edbdda5b05/Connecting%20plate%20eccentricity%201.png",
"height": 943,
"width": 1868
},
{
"description": null,
"imageId": "17a379e9-b676-4bb2-ba38-9ba56d35482c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b589a701-beca-49c4-ad97-63b85063daad/Connecting%20plate%20eccentricity%203.png",
"height": 943,
"width": 1868
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A posição do elemento ligado na operação Chapas de ligação foi alterada na versão 20.1. Esta alteração foi efetuada devido à montagem global do modelo na aplicação Connection e ao desenvolvimento adicional em interoperabilidade com a aplicação Member.</p>\n<p>Na versão 20.0 e anteriores, o elemento ligado era deslocado quando a operação Chapa de ligação era aplicada, de modo a que o eixo do elemento ficasse centrado com a chapa de lingueta, enquanto a chapa de ligação ficava centrada com o eixo do elemento de apoio.</p>\n<figure data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/796cec62-7a0f-44c7-b383-8aa440179c1a/Connecting%20plate%20eccentricity%202.png\" data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" alt=\"\"></figure>\n<p>Na versão 20.1 e posteriores, o elemento ligado já não é deslocado, de modo a manter a sua posição, o que significa que a chapa de ligação é agora deslocada e deixa de estar centrada com o eixo do elemento de apoio.</p>\n<figure data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4c4e5a3c-9dbd-42ce-9d98-f5edbdda5b05/Connecting%20plate%20eccentricity%201.png\" data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" alt=\"\"></figure>\n<p>Qualquer configuração pode ser obtida alterando o parâmetro Excentricidade da chapa, bem como o afastamento necessário do elemento diagonal.</p>\n<figure data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b589a701-beca-49c4-ad97-63b85063daad/Connecting%20plate%20eccentricity%203.png\" data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" alt=\"\"></figure>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1",
"how_to_model_footing_with_connecting_plate",
"editor_of_plate_can_be_used_to_change_shape_of_pla"
],
"linkedItems": [
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Como modelar uma sapata com placa de ligação"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "How to model footing with connecting plate.png",
"description": null,
"type": "image/png",
"size": 87553,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5066fd59-6a07-467e-be7a-16fac6afb64a/How%20to%20model%20footing%20with%20connecting%20plate.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "36e8806e-c4f0-4066-8823-89dbac282e7c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e1797fb2-fe31-4e44-aeec-2e49695473fe/1-0.png",
"height": 574,
"width": 1205
},
{
"description": null,
"imageId": "08105116-f1e3-4d85-8b84-e2ef7a868103",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cb4329fb-0bd2-4323-b2e2-05a760da5e80/2-0.png",
"height": 709,
"width": 1204
},
{
"description": null,
"imageId": "9c508d86-be3f-44c8-83a6-259353cbca80",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/837c511c-f6e9-4822-a339-cf3b6f1392fd/3-0.png",
"height": 641,
"width": 1205
},
{
"description": null,
"imageId": "42524397-a12c-43f2-90e6-9a50a83d26e5",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a330c1d7-47ae-468b-b3a7-f5b58c61b9c8/4-0.png",
"height": 695,
"width": 1204
},
{
"description": null,
"imageId": "ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8296f75b-ae48-4ae8-a14f-ea63631dde84/0-0.png",
"height": 818,
"width": 661
}
],
"linkedItemCodenames": [
"n64699111_e08d_01cc_ba8d_facf829f4546"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/iL4pFcZjv7c"
}
},
"system": {
"codename": "n64699111_e08d_01cc_ba8d_facf829f4546",
"collection": "default",
"id": "64699111-e08d-01cc-ba8d-facf829f4546",
"language": "pt-PT",
"lastModified": "2026-04-15T10:15:53.1241Z",
"name": "64699111-e08d-01cc-ba8d-facf829f4546",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "how_to_model_one_bolt_connection",
"linkId": "ac982d36-e45a-5d9f-93f8-344206647dc4",
"urlSlug": "how-to-model-one-bolt-connection",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Este artigo mostra como modelar um elemento tubular inclinado ligado por uma placa de ligação à placa de base, que está ancorada ao bloco de betão. Esta é uma ancoragem típica de um elemento de contraventamento.</p>\n<p>1. Crie uma placa de enrijecimento geral para formar a placa de base.</p>\n<figure data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e1797fb2-fe31-4e44-aeec-2e49695473fe/1-0.png\" data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" alt=\"\"></figure>\n<p>2. Defina âncoras gerais com a operação Bolt grid para ancorar a placa de base ao bloco de betão</p>\n<figure data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cb4329fb-0bd2-4323-b2e2-05a760da5e80/2-0.png\" data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" alt=\"\"></figure>\n<p>3. Adicione outra placa de enrijecimento geral na posição correta para criar uma nervura que atravessa o tubo e solde-a à placa de base.</p>\n<figure data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/837c511c-f6e9-4822-a339-cf3b6f1392fd/3-0.png\" data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" alt=\"\"></figure>\n<p>4. Adicione a operação de fabrico da placa de ligação e ajuste as suas propriedades de forma a produzir dois parafusos. As placas são moldadas no Editor com uma forma arredondada.</p>\n<figure data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a330c1d7-47ae-468b-b3a7-f5b58c61b9c8/4-0.png\" data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" alt=\"\"></figure>\n<p>5. A sapata com placa de ligação está pronta para ser calculada. Para simular o elemento de contraventamento que transfere apenas força normal e força de corte, mude o <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">tipo de modelo</a> para N-Vy-Vz.</p>\n<figure data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8296f75b-ae48-4ae8-a14f-ea63631dde84/0-0.png\" data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" alt=\"\"></figure>\n<p>Consulte os detalhes no vídeo gravado.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n64699111_e08d_01cc_ba8d_facf829f4546\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"general_anchoring",
"shear_force_transfer_possibilities"
],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Anchoring",
"codename": "anchoring"
},
{
"name": "Bolts",
"codename": "bolts"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
},
{
"name": "Plates",
"codename": "plates"
},
{
"name": "Steel-to-concrete",
"codename": "steel_to_concrete"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "how-to-model-footing-with-connecting-plate"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"how-to-model-footing-with-connecting-plate\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Como modelar uma sapata com placa de ligação"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Este artigo mostra como modelar um elemento tubular inclinado ligado por uma placa de ligação à placa de base, que está ancorada ao bloco de betão. Esta é uma ancoragem típica de um elemento de contraventamento."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:15</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "how_to_model_footing_with_connecting_plate",
"collection": "default",
"id": "ab0eacd8-d775-519e-aa5d-51381d185870",
"language": "pt-PT",
"lastModified": "2026-04-15T10:15:53.1241Z",
"name": "How to model footing with connecting plate",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Usar o Editor de chapas para moldar uma chapa"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Editor of plate can be used to change shape of plate.png",
"description": null,
"type": "image/png",
"size": 203184,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/39ab4a3d-5a73-413a-9f64-a92722c4829b/Editor%20of%20plate%20can%20be%20used%20to%20change%20shape%20of%20plate.png",
"width": 1118,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "O IDEA StatiCa Connection oferece uma forma muito simples e fácil de editar chapas que fazem parte da ligação (enrijecedores, alargadores, etc.)."
},
"content": {
"images": [
{
"description": null,
"imageId": "21801c40-ddb6-4110-8725-3005f7d552d9",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a9f47fc-539e-408f-97f7-37ede908c31d/edit_shape_1-0.png",
"height": 500,
"width": 649
},
{
"description": null,
"imageId": "1a73e9da-a288-4ab1-94c4-1b51b7425dd3",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ba71273b-9f44-46a9-b4d6-32b9e4310284/edit_shape_2-0.png",
"height": 1080,
"width": 1858
}
],
"linkedItemCodenames": [
"n08d76467_47d8_01f2_6429_ca0db3ac23a3"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/sx2Jax3a_S4?t=913"
}
},
"system": {
"codename": "n08d76467_47d8_01f2_6429_ca0db3ac23a3",
"collection": "default",
"id": "08d76467-47d8-01f2-6429-ca0db3ac23a3",
"language": "pt-PT",
"lastModified": "2026-04-15T10:15:14.4071145Z",
"name": "08d76467-47d8-01f2-6429-ca0db3ac23a3",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Caso necessite de alterar a forma de uma chapa da sua ligação de aço, pode ajustá-la de forma rápida e simples no Editor de chapas. Pode selecionar entre várias operações de fabrico – arredondamento, desvio, bisel, chanfro e outras.</p>\n<p>Basta selecionar uma operação de fabrico com a chapa pretendida e abrir o <strong>Editor</strong> a partir da janela de propriedades.</p>\n<figure data-asset-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" data-image-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a9f47fc-539e-408f-97f7-37ede908c31d/edit_shape_1-0.png\" data-asset-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" data-image-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" alt=\"\"></figure>\n<p>Clique numa das operações e introduza as propriedades pretendidas, conforme ilustrado no exemplo abaixo. Clique em <strong>Aplicar</strong> para ver as alterações no modelo imediatamente.</p>\n<figure data-asset-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" data-image-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ba71273b-9f44-46a9-b4d6-32b9e4310284/edit_shape_2-0.png\" data-asset-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" data-image-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" alt=\"\"></figure>\n<p>Veja a gravação do nosso webinar onde esta operação de fabrico foi apresentada:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n08d76467_47d8_01f2_6429_ca0db3ac23a3\"></object>\n<p><br></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"rn_24_0__enabling_plate_cuts_in_parallel_plane",
"what_is_the_difference_between_widener__doubler_an",
"packing_plate_to_merge_different_sizes_of_members",
"how_to_use_negative_volume_operation"
],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
},
{
"name": "Plates",
"codename": "plates"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "using-the-plate-editor-to-shape-a-plate"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"using-the-plate-editor-to-shape-a-plate\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Usar o Editor de chapas para moldar uma chapa"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Caso necessite de alterar a forma de uma chapa da sua ligação de aço, pode ajustá-la de forma rápida e simples no Editor de chapas."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:15</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "editor_of_plate_can_be_used_to_change_shape_of_pla",
"collection": "default",
"id": "748f0c81-c600-50e2-a41e-32e42cf42116",
"language": "pt-PT",
"lastModified": "2026-04-15T10:15:14.4071145Z",
"name": "Using the plate Editor to shape a plate",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Modeling",
"codename": "modeling"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "connecting-plate-eccentricity"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"connecting-plate-eccentricity\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Excentricidade da chapa de ligação"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A posição do elemento ligado na operação Chapas de ligação foi alterada na versão 20.1."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:26</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__connecting_plate_eccentricity",
"collection": "default",
"id": "16cdb752-6f79-408d-81b6-cc33f0b41778",
"language": "pt-PT",
"lastModified": "2026-04-15T10:26:31.9109527Z",
"name": "RN 20.1: Connecting plate eccentricity",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Seleção em massa para software CAD e MEF"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "bulk import CAD.png",
"description": null,
"type": "image/png",
"size": 218626,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ebf6de48-adf7-44ed-825a-675461a19fc2/bulk%20import%20CAD.png",
"width": 1164,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "cef1fddb-6668-4742-b824-2bb67c1a99c2",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png",
"height": 716,
"width": 1277
},
{
"description": null,
"imageId": "e9760022-8172-4b1c-9b61-4bddad5cb758",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png",
"height": 269,
"width": 675
},
{
"description": null,
"imageId": "5f292c23-1131-4144-a1cb-86758f269e34",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2db3d858-7cf7-4963-b3f5-f90a1212dc7c/CCM%20Bulk%20selection.png",
"height": 729,
"width": 817
}
],
"linkedItemCodenames": [
"n6ddc0bbd_c8a4_011f_7d47_886f5a704f9e"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/5Vh5hmlD3iI?t=921"
}
},
"system": {
"codename": "n6ddc0bbd_c8a4_011f_7d47_886f5a704f9e",
"collection": "default",
"id": "6ddc0bbd-c8a4-011f-7d47-886f5a704f9e",
"language": "pt-PT",
"lastModified": "2026-04-15T10:26:02.0665993Z",
"name": "6ddc0bbd-c8a4-011f-7d47-886f5a704f9e",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>O gestor de verificação normativa (CCM) para ligações BIM foi melhorado com a possibilidade de selecionar múltiplos nós do modelo global de uma só vez. Esta funcionalidade está disponível tanto para aplicações CAD como MEF.</p>\n<p>Nas aplicações CAD, encontrará um novo botão, enquanto nas aplicações MEF esta funcionalidade funciona selecionando múltiplos nós no modelo global e clicando no botão Connection/Member no CCM.</p>\n<h2>Seleção em massa em software MEF</h2>\n<p>No software MEF, selecione nós individuais um a um ou arraste sobre múltiplos nós e selecione-os em massa. Em seguida, clique no botão <strong>Connection </strong>ou <strong>Member </strong>no CCM para importar os dados.</p>\n<figure data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png\" data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" alt=\"\"></figure>\n<p>Também pode utilizar a função <strong>Synchronize all </strong>após alterar parâmetros no modelo estrutural (por exemplo, combinação de ações, secção transversal de uma viga) para carregar os novos dados para todos os nós da lista, mantendo o projeto previamente criado.</p>\n<figure data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png\" data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" alt=\"\"></figure>\n<h2>Seleção em massa em software CAD</h2>\n<p>Para o software CAD, existem dois botões no CCM - <strong>Bulk </strong>e <strong>One</strong>.</p>\n<figure data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2db3d858-7cf7-4963-b3f5-f90a1212dc7c/CCM%20Bulk%20selection.png\" data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" alt=\"\"></figure>\n<p>Para a seleção <strong>One</strong><strong> </strong>é necessário executar três passos - selecionar o nó, selecionar os elementos e selecionar os itens da ligação, confirmando cada passo com a barra de espaços.</p>\n<p>Para a seleção <strong>Bulk</strong>, arraste sobre uma parte da estrutura no modelo CAD e prima a barra de espaços. </p>\n<p>O Elemento de Apoio é escolhido automaticamente pelo algoritmo de seleção (por exemplo, primeiro é escolhido um pilar). A posição do nó é determinada automaticamente no centro de gravidade da secção transversal na extremidade do elemento de apoio terminado ou no meio do elemento contínuo.</p>\n<p>Atualmente, a única forma de alterar a seleção automática é utilizar a seleção <strong>One </strong>em alternativa; nesse caso, será o primeiro elemento selecionado.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6ddc0bbd_c8a4_011f_7d47_886f5a704f9e\"></object>\n<p>Encontre informações sobre as limitações das ligações BIM nos artigos relacionados abaixo desta página ou pesquise no Centro de Suporte.</p>\n<p>Disponível nas edições <strong>Expert </strong>e <strong>Enhanced</strong>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"connection",
"tips_and_limitations_for_exporting_from_advance_st",
"known_limitations_for_rfem_rstab",
"known_limitations_for_etabs___connection"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Limitações conhecidas para Tekla Structures"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Tips and limitations for exporting from Tekla Structures.png",
"description": null,
"type": "image/png",
"size": 132858,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1e8b22c7-eaba-4648-9614-28996aa2e3df/Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "9e8fb15a-136d-44f5-9cc9-34776b3a5620",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/463ab80f-7ed2-44a0-8a02-74addc1533ed/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_1.png",
"height": 626,
"width": 640
},
{
"description": null,
"imageId": "50c8d68d-d76f-48b1-ae32-f7078a3c891e",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/073a3e22-474d-4667-8bc0-6f370c4b653e/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_2.png",
"height": 540,
"width": 668
},
{
"description": null,
"imageId": "335ff8ac-244b-4a5c-9ebf-62bb42aa5d31",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9ce99341-c5c8-46f4-87cc-9595aa613155/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_3.png",
"height": 194,
"width": 242
},
{
"description": null,
"imageId": "74c8bfeb-8a8e-4d24-8313-8a202370549d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b0765647-e7a6-438e-b554-e1c6f534dde5/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_4.png",
"height": 373,
"width": 556
},
{
"description": null,
"imageId": "c8e0d253-faee-4ffc-b4bb-9270d0eaf96a",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3d53ce63-4500-4e7e-a70c-82d67553fa9b/Import%20of%20anchors%20from%20Tekla%20Structures%2002.png",
"height": 475,
"width": 480
},
{
"description": null,
"imageId": "0cf819d2-ed0c-4f9d-878d-e467a1f15931",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3948ea17-14f4-4220-8ebc-2d0d06650dda/Known%20limitations%20for%20Tekla%20Structures.png",
"height": 594,
"width": 1544
},
{
"description": null,
"imageId": "cb3c782f-391f-4892-8c63-c22cf69d57fa",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/da7daad8-de75-49a3-9d3c-3ef1c5011daa/Haunched_beam_sync.png",
"height": 1204,
"width": 3840
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<h2>Recomendações gerais</h2>\n<p>Note que no IDEA StatiCa Connection os elementos são as únicas entidades de viga às quais podem ser aplicadas cargas. As outras vigas são definidas de forma diferente, como elemento de enrijecimento ou conjunto de chapas. Esta regra está associada ao procedimento de importação em três etapas:</p>\n<ul>\n <ul>\n <li>Na primeira etapa, deve escolher o <strong>nó</strong> que representará o nó da junta. </li>\n <li>Na segunda etapa da importação, os <strong>elementos </strong>(aos quais serão aplicadas as cargas) têm de ser selecionados. </li>\n <li>Na terceira etapa, <strong>todas as outras entidades da ligação</strong> têm de ser selecionadas – chapas, parafusos, soldaduras e, mais importante, vigas às quais não serão aplicadas cargas (geralmente troços curtos, elementos de enrijecimento, etc.).</li>\n </ul>\n</ul>\n<p>Verifique sempre se não existem folgas entre chapas e elementos no seu modelo Tekla Structures antes de iniciar o procedimento de importação.</p>\n<p>Verifique sempre as soldaduras no seu modelo Tekla Structures antes de iniciar o procedimento de importação.</p>\n<h2>Secções transversais</h2>\n<p>O IDEA StatiCa Connection pode importar uma grande variedade de secções transversais do Tekla Structures. O procedimento de importação suporta os seguintes tipos de secções transversais:</p>\n<table><tbody>\n <tr><td>Tipo de secção transversal</td><td>Entrada paramétrica Tekla</td><td>Entrada por biblioteca Tekla</td></tr>\n <tr><td>I</td><td>X</td><td>X</td></tr>\n <tr><td>U</td><td>-</td><td>X</td></tr>\n <tr><td>L</td><td> X</td><td>X</td></tr>\n <tr><td>Circular oco</td><td>X</td><td>X</td></tr>\n <tr><td>Retangular oco</td><td>X</td><td>X</td></tr>\n <tr><td>Chapa retangular</td><td>X</td><td>-</td></tr>\n <tr><td>C enformado a frio</td><td>X</td><td>X</td></tr>\n</tbody></table>\n<p>As entradas paramétricas são as dimensões definidas pelo utilizador para o tipo de secção transversal pretendido. A entrada por biblioteca é a secção transversal selecionada a partir da biblioteca do Tekla.</p>\n<p>Durante o processo de importação, a secção transversal importada é comparada com a secção transversal adequada nas bases de dados do IDEA StatiCa Connection e é escolhida a secção mais semelhante. Se não existir correspondência, é apresentada uma tabela de conversão e o utilizador deve escolher a secção transversal a partir das bases de dados do IDEA StatiCa.</p>\n<p>Secções transversais soldadas e mistas não são suportadas.</p>\n<p>O utilizador deve prestar atenção aos parâmetros das secções transversais da biblioteca, uma vez que a biblioteca no Tekla Structures não contém informação sobre os arredondamentos de perfis laminados a quente. O IDEA StatiCa Connection define os valores em falta através das suas próprias tabelas de biblioteca.</p>\n<h2>Furos-aberturas e entalhes</h2>\n<ul>\n <li>As aberturas em chapas e os entalhes são suportados e serão importados. </li>\n</ul>\n<figure data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/463ab80f-7ed2-44a0-8a02-74addc1533ed/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_1.png\" data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" alt=\"\"></figure>\n<figure data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/073a3e22-474d-4667-8bc0-6f370c4b653e/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_2.png\" data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" alt=\"\"></figure>\n<p> As soldaduras em elementos com entalhes não são suportadas. Se as soldaduras forem necessárias, devem ser definidas manualmente no IDEA StatiCa Connection.</p>\n<h2>Soldaduras</h2>\n<p>As soldaduras são importadas para o IDEA StatiCa Connection; no entanto, a opção de soldadura EM TORNO é recomendada como a melhor forma de definir a soldadura.</p>\n<figure data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9ce99341-c5c8-46f4-87cc-9595aa613155/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_3.png\" data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" alt=\"\"></figure>\n<p>Infelizmente, o software não consegue detetar algumas soldaduras, pelo que se recomenda verificar sempre as soldaduras importadas no IDEA StatiCa Connection. Se a soldadura não for importada, é preferível gerar a soldadura para cada chapa no Tekla.</p>\n<h2>Troço curto</h2>\n<p>O elemento de troço curto é suportado e deve ser selecionado na terceira etapa do procedimento de seleção de importação, juntamente com todos os elementos da junta (chapas, parafusos, soldaduras) – \"Selecionar partes da ligação\".</p>\n<figure data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b0765647-e7a6-438e-b554-e1c6f534dde5/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_4.png\" data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" alt=\"\"></figure>\n<h2>Ancoragem, placa de base e bloco de betão</h2>\n<p>A argamassa de nivelamento e a folga entre a placa de base e a face do betão não são suportadas, e apenas âncoras retas são suportadas na importação.</p>\n<figure data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3d53ce63-4500-4e7e-a70c-82d67553fa9b/Import%20of%20anchors%20from%20Tekla%20Structures%2002.png\" data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" alt=\"\"></figure>\n<p>As dimensões do bloco de betão (desvio) podem não ser transferidas com precisão, não correspondendo às dimensões no Tekla Structures.</p>\n<h2>Barra roscada com chapa de ligação</h2>\n<p>Uma barra roscada soldada a uma chapa de ligação é importada sem as soldaduras. Isto pode ser adicionado no IDEA StatiCa Connection, mas não apenas através de uma operação de soldadura. A chapa de ligação tem de ser eliminada e substituída por uma nova operação de chapa de ligação atribuída à barra roscada e à chapa de ligação existente.</p>\n<figure data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3948ea17-14f4-4220-8ebc-2d0d06650dda/Known%20limitations%20for%20Tekla%20Structures.png\" data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" alt=\"\"></figure>\n<p>Em alternativa, a secção transversal circular sólida da barra de tração pode ser substituída por um tubo de parede espessa com área de secção transversal semelhante, podendo este perfil ser ligado com uma soldadura geral – do tipo de topo ou de filete.</p>\n<h2>Connection Sync </h2>\n<p>O Connection Sync funciona corretamente quando é necessário alterar os parâmetros de um item na sua Macro, por exemplo, a espessura da chapa, o tamanho e o espaçamento dos parafusos, ou a secção transversal da viga.</p>\n<figure data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/da7daad8-de75-49a3-9d3c-3ef1c5011daa/Haunched_beam_sync.png\" data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" alt=\"\"></figure>\n<p>No entanto, se for necessário alterar completamente a ligação para outra ligação em que os elementos utilizados sejam significativamente diferentes — por exemplo, de placa de extremidade para ligação com mísula —, recomenda-se reimportar a ligação para o Checkbot para uma sincronização adequada. </p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "Tekla Structures",
"codename": "tekla_structures"
},
{
"name": "Limitations",
"codename": "limitations"
},
{
"name": "AISC (USA)",
"codename": "aisc"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "known-limitations-for-tekla-structures"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"known-limitations-for-tekla-structures\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Limitações conhecidas para Tekla Structures"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Tenha em atenção as várias possibilidades e limitações ao importar elementos do Tekla Structures para o IDEA StatiCa."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:16</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "connection",
"collection": "default",
"id": "838b2439-fda1-57e8-b31a-588c70175e17",
"language": "pt-PT",
"lastModified": "2026-04-15T10:16:40.1462749Z",
"name": "Known limitations for Tekla Structures",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Limitações conhecidas para o Advance Steel"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Tips, limitations & workarounds for Advance Steel BIM link.png",
"description": null,
"type": "image/png",
"size": 161707,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4910ae85-99fe-49f8-a738-d80d30a4d412/Tips%2C%20limitations%20%26%20workarounds%20for%20Advance%20Steel%20BIM%20link.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "bf501f6c-8e6e-4eb9-9423-a2cb3028714d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/baa6d572-204e-451f-a4ad-6e3ebb44cd00/CCMSynchronizace.png",
"height": 912,
"width": 2633
},
{
"description": null,
"imageId": "436bd8e3-4da1-4aaa-a3b3-7393fcc1f039",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b848ae18-dbcf-4ffe-8ed9-67148c3d7ed6/Negative1.png",
"height": 927,
"width": 1100
},
{
"description": null,
"imageId": "fc6257bf-0d03-4b45-8958-011ea6443c7d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/97f3d0c4-09c7-4f77-8af7-8057d08b6156/Negative2.png",
"height": 665,
"width": 1255
},
{
"description": null,
"imageId": "58c22071-33ff-47f6-b339-f7b3a7bb3775",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bdbc4140-587f-46eb-8acc-6b8299bf808f/AS-holes.png",
"height": 216,
"width": 249
},
{
"description": null,
"imageId": "237439aa-4f56-4f82-9aec-aefd8073f5fb",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2d7bfcf6-74b6-44a8-a05f-61fcb973adec/AS-holes2.png",
"height": 210,
"width": 508
},
{
"description": null,
"imageId": "b2220d77-7d5e-4146-9498-aa547f55c41d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5532e05b-dbc0-4826-a21a-75914f1fe4a6/AS-holes3.png",
"height": 218,
"width": 524
},
{
"description": null,
"imageId": "25b15072-06c9-432d-95dc-d6de25bab227",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/062e2d5f-6597-4daf-9aad-530b1a9d9447/AS-ext1.png",
"height": 239,
"width": 351
},
{
"description": null,
"imageId": "2eace842-a05f-43e5-9160-5bdf7c3da0e4",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dbc0633f-4196-4111-94df-8ed3838e7e36/AS-ext2.png",
"height": 277,
"width": 605
},
{
"description": null,
"imageId": "0e0eb2ef-52eb-4ace-9b39-38d5b39e2325",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5a2c74ec-1d94-48c5-aa24-82ab247dfa28/AS-welds.png",
"height": 285,
"width": 439
},
{
"description": null,
"imageId": "6194797e-e64f-4f79-91ca-b47934ebbad5",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5e33563e-bbb4-4e58-98e1-689fac31b049/C_FAQ_TipsAS_8.PNG",
"height": 741,
"width": 1515
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<h2>Recomendações gerais</h2>\n<ul>\n <li>Note que no IDEA StatiCa Connection os elementos são apenas as entidades de viga às quais serão aplicadas as cargas. Todas as outras vigas são definidas de forma diferente. Esta regra é a primeira das três etapas do procedimento de importação. Na segunda etapa, os elementos (aos quais serão aplicadas as cargas) têm de ser selecionados. Na terceira etapa, todas as outras entidades ligadas têm de ser selecionadas – chapas, parafusos, soldaduras e, mais importante, as vigas às quais não serão aplicadas cargas (normalmente troços curtos, elementos de enrijecimento, etc.).</li>\n <li>A melhor forma de projetar a sua ligação é utilizar as macros previamente definidas no menu do cofre de ligações do Advance Steel.</li>\n <li>A definição do nó é a etapa mais importante durante o procedimento de importação. A melhor forma de projetar a construção em aço bem preparada para o fluxo de trabalho de importação é manter o foco nos eixos das vigas. Mantenha sempre a interseção dos eixos das vigas, o que facilitará a escolha do nó.</li>\n <li>Sincronização – a atualização de dados é um processo complexo. Por vezes pode ocorrer perda de dados e podem surgir situações como a da imagem abaixo (exemplo A), quando uma alteração na secção transversal da viga foi processada e os dados das operações de fabrico foram perdidos. Não entre em pânico, sabemos como lidar com isso. Basta fechar a janela do IDEA StatiCa Connection e também a janela do Code-check manager. Em seguida, inicie novamente o Code-check manager e execute novamente o processo de Sincronização. Após isso, os dados serão restaurados e todas as operações de fabrico estarão presentes e válidas (exemplo B).</li>\n</ul>\n<figure data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/baa6d572-204e-451f-a4ad-6e3ebb44cd00/CCMSynchronizace.png\" data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" alt=\"\"></figure>\n<h2>Furos, aberturas e entalhes</h2>\n<h3>Corte por volume negativo</h3>\n<p>O corte do elemento de acordo com outro elemento é a forma mais simples de lidar com aberturas ou entalhes. A forma mais fácil no Advance Steel é definir um novo elemento, a secção HSS laminada a verde no exemplo abaixo. A viga verde está posicionada de forma a penetrar no banzo superior da viga perpendicular a azul. Através do comando Element contour, UCS da paleta de ferramentas do Advance Steel, o corte é definido. </p>\n<figure data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b848ae18-dbcf-4ffe-8ed9-67148c3d7ed6/Negative1.png\" data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" alt=\"\"></figure>\n<p>O corte por processamento de contorno está definido e o IDEA Connection consegue importá-lo. O corte por processamento de contorno faz agora parte dos dados da viga e será importado mesmo que não seja selecionado na terceira etapa do processo de seleção de importação.</p>\n<figure data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/97f3d0c4-09c7-4f77-8af7-8057d08b6156/Negative2.png\" data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" alt=\"\"></figure>\n<p>A viga de secção HSS laminada a verde que foi utilizada para o corte já não é necessária e pode ser ocultada ou eliminada. </p>\n<h3>Outros métodos</h3>\n<ul>\n <li>As aberturas nos elementos e nas chapas não são suportadas. Uma solução alternativa é importar a junta completa e adicionar manualmente uma Abertura como operação de fabrico no IDEA StatiCa Connection.</li>\n</ul>\n<figure data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bdbc4140-587f-46eb-8acc-6b8299bf808f/AS-holes.png\" data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" alt=\"\"></figure>\n<ul>\n <li>Os entalhes nos elementos são suportados, mas note que o comando Element contour – rule tem de ser utilizado.</li>\n</ul>\n<figure data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2d7bfcf6-74b6-44a8-a05f-61fcb973adec/AS-holes2.png\" data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" alt=\"\"></figure>\n<figure data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5532e05b-dbc0-4826-a21a-75914f1fe4a6/AS-holes3.png\" data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" alt=\"\"></figure>\n<h2>Extensão e encurtamento da viga</h2>\n<p>No IDEA StatiCa, o centro da ligação é o nó. A partir do nó, o comprimento do elemento é determinado pela caixa delimitadora (uma forma automatizada de determinar o comprimento correto do elemento). No Advance Steel, a entidade de viga tem de ser encurtada ou estendida através do comando Shorten.</p>\n<figure data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/062e2d5f-6597-4daf-9aad-530b1a9d9447/AS-ext1.png\" data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" alt=\"\"></figure>\n<figure data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dbc0633f-4196-4111-94df-8ed3838e7e36/AS-ext2.png\" data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" alt=\"\"></figure>\n<h2>Soldaduras</h2>\n<p>As soldaduras são importadas durante a terceira etapa do procedimento de importação. Se for necessário adicionar soldaduras manualmente no Advance Steel, a forma recomendada é utilizar o comando Weld point. Note que a entidade de soldadura tem de ser inserida na aresta central da chapa soldada.</p>\n<figure data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5a2c74ec-1d94-48c5-aa24-82ab247dfa28/AS-welds.png\" data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" alt=\"\"></figure>\n<p>Da grande variedade de tipos de soldadura no Advance Steel, o IDEA StatiCa suporta apenas:</p>\n<table><tbody>\n <tr><td>Soldadura IDEA StatiCa</td><td>Soldadura Advance Steel</td></tr>\n <tr><td>Topo</td><td>Flange Butt, DI, V with Counter, X, K, DY, K web, U, HU</td></tr>\n <tr><td>Duplo de filete</td><td>Bevel – Fillet, Fillet – Bevel, HY – Fillet, Fillet – HY, J- Fillet</td></tr>\n <tr><td>Filete</td><td>Todos os outros não especificados acima</td></tr>\n</tbody></table>\n<h2>Mísulas</h2>\n<p>Recomendamos projetar mísulas numa viga através de chapas e não através de elementos.</p>\n<figure data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5e33563e-bbb4-4e58-98e1-689fac31b049/C_FAQ_TipsAS_8.PNG\" data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" alt=\"\"></figure>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"workaround_for_export_of_notches_from_advance_stee"
],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"name": "Connection design",
"codename": "connection_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "Advance Steel",
"codename": "advance_steel"
},
{
"name": "Limitations",
"codename": "limitations"
},
{
"name": "AISC (USA)",
"codename": "aisc"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "known-limitations-for-advance-steel"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"known-limitations-for-advance-steel\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Limitações conhecidas para o Advance Steel"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Tenha em atenção algumas limitações e sugestões para um trabalho mais eficiente com a ligação BIM entre o Advance Steel e o IDEA StatiCa."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:17</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "tips_and_limitations_for_exporting_from_advance_st",
"collection": "default",
"id": "09c51b0c-3403-53a8-9df0-a5cf039e1b3b",
"language": "pt-PT",
"lastModified": "2026-04-15T10:17:15.0496782Z",
"name": "Known limitations for Advance Steel",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Limitações conhecidas para RFEM/RSTAB"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "f291e677-37c7-481b-a2fc-02867c8c75e8",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fee9a5ea-db08-4864-b643-65765977e4b6/RFEM%206%20-%20continuous%20member.png",
"height": 630,
"width": 852
},
{
"description": null,
"imageId": "68813fa0-d60d-4baf-bf6c-183f155f51a7",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ef9c77a9-4a6e-49a5-a462-b2aa720916bc/Known%20limitations%20for%20RFEMRSTAB2.png",
"height": 671,
"width": 1196
},
{
"description": null,
"imageId": "986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/05800fab-d89d-46d2-be30-b766379f74ff/Known%20limitations%20for%20RFEMRSTAB.png",
"height": 1160,
"width": 1920
},
{
"description": null,
"imageId": "c707e18d-6bfe-4597-81e6-7974ef0b48ec",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f834b5e4-fd9a-49d8-bc96-af6be2e87686/Known%20limitations%20for%20RFEMRSTAB%2003.png",
"height": 550,
"width": 692
},
{
"description": null,
"imageId": "2c19a0b5-7721-4d37-8f66-68144c455392",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b9551614-662f-4920-b5a1-3b25eb615043/Known%20limitations%20for%20RFEMRSTAB%205.png",
"height": 1151,
"width": 1918
},
{
"description": null,
"imageId": "014e172e-315b-43b0-be69-869610fde527",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e9ef40d0-a0ad-4831-914e-6d66fe109750/Import%20of%20dynamic%20load%20cases%20from%20RFEMRSTAB%2001.png",
"height": 824,
"width": 1189
},
{
"description": null,
"imageId": "cb88c9e9-84ea-40d3-9a77-01b604a0aa79",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/15bb82e1-81e8-4fc2-99fc-47197e8b12a2/RFEM_Known_limitation_LCS.png",
"height": 929,
"width": 1056
},
{
"description": null,
"imageId": "8062f891-b118-4099-b0c8-d769ae073906",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/006edf4c-3a39-45e0-91ae-35fbedfcd857/Load%20groups_1.png",
"height": 917,
"width": 1188
},
{
"description": null,
"imageId": "c73fc82a-a73c-4aac-8aed-b3842267f4be",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5d4a10fe-b64d-4af0-b109-fd62ba513ce0/Load%20groups_2.png",
"height": 932,
"width": 1212
},
{
"description": null,
"imageId": "5d1eb8d2-a1b0-491f-96db-7c73a5abe946",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b2093d2e-5d70-459f-8b46-cac34dcb0812/Load%20cases%20with%20the%20same%20name.png",
"height": 317,
"width": 722
},
{
"description": null,
"imageId": "7f4f2489-78e8-410d-9db5-397764abde17",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a5836832-109d-4023-881e-a20f4642c5da/Referencing%20RC%20to%20other%20RC.png",
"height": 376,
"width": 721
},
{
"description": null,
"imageId": "4a9e576b-c9fc-49cc-803b-414716185f7c",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1bad7fd5-a6f1-4513-8469-80012602d7ff/RFEM%20-%20Result%20Table%20manager.png",
"height": 1252,
"width": 1627
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Por enquanto, a ligação funciona para uma grande variedade de ligações/juntas. No entanto, tenha em conta as funcionalidades ainda não suportadas.</p>\n<p><br></p>\n<p><strong>Limitação: </strong>Não é possível exportar um elemento com uma extremidade em mísula ou outro tipo de extremidade cónica ou de forma especial.</p>\n<p><strong>Solução alternativa: </strong> A mísula é ignorada e pode ser modelada posteriormente no IDEA StatiCa</p>\n<p><br></p>\n<p><strong>Limitação: </strong>A exportação de uma ligação num elemento contínuo sem nó intermédio não funciona.</p>\n<p><strong>Solução alternativa: </strong>Adicione o nó intermédio utilizando o comando para elementos \"Divide Member Using n Intermediate Nodes\". A opção \"Place/Create new nodes without dividing it\" para manter o elemento contínuo funcionará apenas no RFEM 5. A aplicação Checkbot reconhece apenas o tipo de nó \"Standard\"; os tipos de nó \"On Member\" ou \"On Line\" não serão reconhecidos. </p>\n<p>RFEM 6:</p>\n<figure data-asset-id=\"f291e677-37c7-481b-a2fc-02867c8c75e8\" data-image-id=\"f291e677-37c7-481b-a2fc-02867c8c75e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fee9a5ea-db08-4864-b643-65765977e4b6/RFEM%206%20-%20continuous%20member.png\" data-asset-id=\"f291e677-37c7-481b-a2fc-02867c8c75e8\" data-image-id=\"f291e677-37c7-481b-a2fc-02867c8c75e8\" alt=\"\"></figure>\n<p>RFEM 5:</p>\n<figure data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ef9c77a9-4a6e-49a5-a462-b2aa720916bc/Known%20limitations%20for%20RFEMRSTAB2.png\" data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" alt=\"\"></figure>\n<p><strong>Limitação: </strong>A exportação de um nó quando a definição de visualização \"Sets of member\" está ativada pode originar transferência incorreta de dados para algumas secções transversais de elementos e importação de elementos extra ou uma mensagem de erro.</p>\n<p><strong>Solução alternativa:</strong> Desative \"Sets of member\" e repita a exportação do nó.</p>\n<figure data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/05800fab-d89d-46d2-be30-b766379f74ff/Known%20limitations%20for%20RFEMRSTAB.png\" data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitação:</strong> Excentricidade geométrica – o nó da junta não se encontra no ponto central.</p>\n<p><strong>Solução alternativa:</strong> O RFEM/RSTAB oferece várias formas de introdução de excentricidades. A introdução de excentricidade utilizando as coordenadas locais x,y,z causa dificuldades na transformação dos dados para o IDEA StatiCa devido à variedade de opções de sistemas de coordenadas no RFEM/RSTAB. Nesse caso, utilize em alternativa a introdução de excentricidade com as coordenadas globais X,Y,Z.</p>\n<figure data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f834b5e4-fd9a-49d8-bc96-af6be2e87686/Known%20limitations%20for%20RFEMRSTAB%2003.png\" data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitação:</strong> O objeto \"Joint\" não é suportado para a transferência de dados e bloqueia a importação da geometria e das ações das ligações para o Checkbot.</p>\n<p><strong>Solução alternativa:</strong> Elimine os objetos \"Joint\", recalcule o modelo e importe as ligações.</p>\n<figure data-asset-id=\"2c19a0b5-7721-4d37-8f66-68144c455392\" data-image-id=\"2c19a0b5-7721-4d37-8f66-68144c455392\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b9551614-662f-4920-b5a1-3b25eb615043/Known%20limitations%20for%20RFEMRSTAB%205.png\" data-asset-id=\"2c19a0b5-7721-4d37-8f66-68144c455392\" data-image-id=\"2c19a0b5-7721-4d37-8f66-68144c455392\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitação:</strong> A importação de casos de carga dinâmica e combinações de ações contendo cargas dinâmicas não é suportada.</p>\n<p><strong>Solução alternativa:</strong> Altere a definição dos casos de carga dinâmica no RFEM/RSTAB para caso de carga padrão com cada direção de amplitudes separadamente, ou introduza os esforços internos no IDEA StatiCa manualmente ou utilizando a importação XLS.</p>\n<figure data-asset-id=\"014e172e-315b-43b0-be69-869610fde527\" data-image-id=\"014e172e-315b-43b0-be69-869610fde527\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e9ef40d0-a0ad-4831-914e-6d66fe109750/Import%20of%20dynamic%20load%20cases%20from%20RFEMRSTAB%2001.png\" data-asset-id=\"014e172e-315b-43b0-be69-869610fde527\" data-image-id=\"014e172e-315b-43b0-be69-869610fde527\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitação:</strong> A importação de LCS não padrão não é suportada.</p>\n<p><strong>Solução alternativa:</strong> Utilize apenas as definições suportadas dos Eixos Locais xyz. </p>\n<p>Consulte a figura: </p>\n<ul>\n <li>verde = definições suportadas</li>\n <li>vermelho = definições não suportadas</li>\n</ul>\n<figure data-asset-id=\"cb88c9e9-84ea-40d3-9a77-01b604a0aa79\" data-image-id=\"cb88c9e9-84ea-40d3-9a77-01b604a0aa79\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/15bb82e1-81e8-4fc2-99fc-47197e8b12a2/RFEM_Known_limitation_LCS.png\" data-asset-id=\"cb88c9e9-84ea-40d3-9a77-01b604a0aa79\" data-image-id=\"cb88c9e9-84ea-40d3-9a77-01b604a0aa79\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitação do RFEM5/RSTAB8: </strong>Casos de carga atribuídos a vários grupos de carga para diferentes Combinações de Resultados.</p>\n<p>Isto significa que no IDEA StatiCa cada caso de carga é atribuído a apenas um grupo de carga para todas as combinações, enquanto no Dlubal um caso de carga pode ser atribuído a um grupo diferente em diferentes Combinações de Resultados.</p>\n<p><strong>Solução alternativa: </strong>Para todas as Combinações de Resultados, atribua sempre os casos de carga ao mesmo grupo de carga. Em alternativa, pode criar combinações exatas utilizando a ferramenta \"Load Combinations\". </p>\n<figure data-asset-id=\"8062f891-b118-4099-b0c8-d769ae073906\" data-image-id=\"8062f891-b118-4099-b0c8-d769ae073906\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/006edf4c-3a39-45e0-91ae-35fbedfcd857/Load%20groups_1.png\" data-asset-id=\"8062f891-b118-4099-b0c8-d769ae073906\" data-image-id=\"8062f891-b118-4099-b0c8-d769ae073906\" alt=\"\"></figure>\n<figure data-asset-id=\"c73fc82a-a73c-4aac-8aed-b3842267f4be\" data-image-id=\"c73fc82a-a73c-4aac-8aed-b3842267f4be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5d4a10fe-b64d-4af0-b109-fd62ba513ce0/Load%20groups_2.png\" data-asset-id=\"c73fc82a-a73c-4aac-8aed-b3842267f4be\" data-image-id=\"c73fc82a-a73c-4aac-8aed-b3842267f4be\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitação do RFEM5/RSTAB8: </strong>Os efeitos de todos os casos de carga com o mesmo nome (ou seja, listados várias vezes na combinação de resultados) são somados com o coeficiente correspondente no Checkbot. Isto pode levar à duplicação de determinados casos de carga (por exemplo, 1*LC7 +1*LC7=2*LC7) e ao cancelamento de outros casos de carga na combinação (por exemplo, 1*LC9 -1*LC9= 0*LC9)! </p>\n<p><strong>Solução alternativa: </strong>Não utilize os mesmos casos de carga na mesma Combinação de Resultados mais do que uma vez no RFEM ou RSTAB. Se pretender utilizar o grupo de carga no RFEM e RSTAB e atribuir o mesmo caso de carga a uma Combinação de Resultados uma vez com sinal positivo e outra com sinal negativo, faça-o de forma diferente com 2 Combinações de Resultados ou Combinações de Ações independentes. </p>\n<figure data-asset-id=\"5d1eb8d2-a1b0-491f-96db-7c73a5abe946\" data-image-id=\"5d1eb8d2-a1b0-491f-96db-7c73a5abe946\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b2093d2e-5d70-459f-8b46-cac34dcb0812/Load%20cases%20with%20the%20same%20name.png\" data-asset-id=\"5d1eb8d2-a1b0-491f-96db-7c73a5abe946\" data-image-id=\"5d1eb8d2-a1b0-491f-96db-7c73a5abe946\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitação: </strong>A referência a outras Combinações de Resultados em Combinações de Resultados não é suportada para importação no Checkbot. </p>\n<p><strong>Solução alternativa: </strong>Adicione casos de carga à Combinação de Resultados em vez de adicionar outra Combinação de Resultados. </p>\n<figure data-asset-id=\"7f4f2489-78e8-410d-9db5-397764abde17\" data-image-id=\"7f4f2489-78e8-410d-9db5-397764abde17\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a5836832-109d-4023-881e-a20f4642c5da/Referencing%20RC%20to%20other%20RC.png\" data-asset-id=\"7f4f2489-78e8-410d-9db5-397764abde17\" data-image-id=\"7f4f2489-78e8-410d-9db5-397764abde17\" alt=\"\"></figure>\n<p><strong>Limitação:</strong> Os esforços internos não são importados para o Checkbot se os valores de resultado correspondentes estiverem desativados no Result Table Manager.</p>\n<p><strong>Solução alternativa: </strong>Abra <strong>Results → Result Table Manager</strong> e ative os valores necessários. Certifique-se de que as seguintes opções estão ativadas:</p>\n<ul>\n <li><strong>Linhas:</strong> Member starts, Internal points, Member ends</li>\n <li><strong>Colunas:</strong> Internal forces, Internal moments</li>\n</ul>\n<figure data-asset-id=\"4a9e576b-c9fc-49cc-803b-414716185f7c\" data-image-id=\"4a9e576b-c9fc-49cc-803b-414716185f7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1bad7fd5-a6f1-4513-8469-80012602d7ff/RFEM%20-%20Result%20Table%20manager.png\" data-asset-id=\"4a9e576b-c9fc-49cc-803b-414716185f7c\" data-image-id=\"4a9e576b-c9fc-49cc-803b-414716185f7c\" alt=\"\"></figure>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"rfem_link",
"rfem_rstab_bim_link_for_member_design__en_",
"rn_22_1__bim_link_with_rfem_6_and_rstab_9"
],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
},
{
"name": "Expert",
"codename": "expert"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "RFEM",
"codename": "rfem"
},
{
"name": "RSTAB",
"codename": "rstab"
},
{
"name": "Limitations",
"codename": "limitations"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "known-limitations-for-rfem-rstab"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"known-limitations-for-rfem-rstab\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Limitações conhecidas para RFEM/RSTAB"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Limitação: A ligação BIM RFEM/RSTAB permite apenas a exportação de ligações e elementos ao abrigo do Eurocódigo (EN)."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:14</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "known_limitations_for_rfem_rstab",
"collection": "default",
"id": "027f8e99-e08a-46e6-86c8-795418c3d4d7",
"language": "pt-PT",
"lastModified": "2026-04-15T10:14:44.2478824Z",
"name": "Known limitations for RFEM/RSTAB",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Limitações conhecidas para ETABS e SAP2000"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Este artigo explica as limitações da ligação BIM do SAP2000 e ETABS para o IDEA StatiCa, abrangendo tanto estruturas de betão como de aço."
},
"content": {
"images": [
{
"description": null,
"imageId": "c533eb01-322a-4b8e-9531-d917fb9f2082",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ded8d739-bd8a-4880-815b-3d278cc6b9a7/load%20move.png",
"height": 630,
"width": 1200
},
{
"description": null,
"imageId": "952a50d0-4bcb-4da9-a249-64112b714fcb",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a6fb4216-01d1-4c7e-91de-ce1ad9968ccf/etabs0.png",
"height": 347,
"width": 624
},
{
"description": null,
"imageId": "e3d1e189-4148-4548-9eb0-a1a9a09d900f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3da4a27c-a34c-4708-8164-20593541de7e/etabs1.jpg",
"height": 118,
"width": 637
},
{
"description": null,
"imageId": "015a328c-c736-4be2-b068-1e968b966b66",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/98c74a44-cf45-4532-9071-a040edabaa15/etabs2.jpg",
"height": 172,
"width": 624
},
{
"description": null,
"imageId": "b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e90174a4-eedc-43a7-9af5-a7d920c1b516/assign1.png",
"height": 285,
"width": 913
},
{
"description": null,
"imageId": "973087e2-e132-4450-a14c-284bde238f7d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1c50e3d3-f0ef-4c98-b06c-a6e203c393ea/assign2.png",
"height": 420,
"width": 314
},
{
"description": null,
"imageId": "5c74685b-7a5b-462f-b8e0-7c93060d9c2f",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/abe68214-ea1d-434c-a2c5-a471c46699c4/ETABS_TAB1.png",
"height": 540,
"width": 1164
},
{
"description": null,
"imageId": "77469575-cfd0-4513-9c1f-0f609f1eb6ab",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ec051e0a-d5bb-4bab-9174-3512299eca0b/ETABS_TAB2.png",
"height": 697,
"width": 1686
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "types_of_supports_in_idea_statica_detail__csfm_",
"linkId": "5a121972-f384-4f14-8788-9da298e1aae1",
"urlSlug": "types-of-supports-in-idea-statica-detail",
"type": "support_center_article"
},
{
"codename": "general_description_of_load_impulses_in_detail_app",
"linkId": "38cbe005-0e1e-4d75-ae8a-2ef9dcee4c2b",
"urlSlug": "general-description-of-load-impulses-in-detail-application",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>Limitações da ligação BIM para betão</h2>\n<p>O seguinte descreve as atuais <strong>limitações e considerações</strong> ao utilizar a ligação BIM ETABS/SAP2000 com o IDEA StatiCa Checkbot e o Detail 2D, destacando potenciais restrições, problemas comuns e práticas recomendadas para garantir uma análise e dimensionamento precisos.</p>\n<h4>Limitação: Importação</h4>\n<p>Se um <strong>caso de carga do ETABS</strong> contiver <strong>passos de análise</strong>, o <strong>IDEA StatiCa Checkbot</strong> não conseguirá considerar todos eles.</p>\n<ul>\n <ul>\n <li>Recomenda-se separar os casos de carga por passos em <strong>casos de carga individuais</strong> antes da importação.</li>\n </ul>\n</ul>\n<h4>Limitação: Funcionalidade de sincronização</h4>\n<p>Ao sincronizar o modelo, os <strong>tipos de combinação de carga</strong> são <strong>reiniciados</strong>.</p>\n<ul>\n <ul>\n <li>O utilizador deve reatribuir os tipos de combinação de carga corretos após cada sincronização.</li>\n </ul>\n</ul>\n<h4>Limitação: Criação de elementos Detail</h4>\n<p>As seguintes limitações aplicam-se ao criar um <strong>Detail</strong> no Checkbot:</p>\n<ul>\n <li>Os Details só podem ser criados para <strong>elementos de parede que se encontrem no mesmo plano. </strong></li>\n <li>Se os elementos selecionados não forem coplanares, ocorrerá um erro e deverá ser selecionado um conjunto diferente de elementos.</li>\n</ul>\n<h4>Limitação: Exportação de Detail</h4>\n<p>Ao exportar um Detail, aplicam-se as seguintes limitações (será apresentado um aviso no Checkbot quando relevante):</p>\n<ul>\n <li><strong>Cargas uniformes fora do plano</strong> aplicadas a elementos 2D <strong>não são transferidas</strong> para o <strong>Detail 2D</strong>.</li>\n <li><strong>Elementos 2D</strong> <strong>não serão fundidos</strong> se tiverem <strong>espessuras diferentes</strong>, <strong>materiais diferentes</strong> ou <strong>valores de carga no plano diferentes</strong>.\n <ul>\n <li><strong>Cargas fora do plano</strong> não podem ser exportadas. Será apresentado um aviso se a <strong>carga total na aresta</strong> para um caso de carga exceder <strong>±1 kN</strong>.</li>\n </ul>\n </li>\n <li><strong>Elementos 2D não verticais</strong> <strong>não</strong> devem ser transferidos para o <strong>Detail 2D;</strong> a aplicação não é adequada para tais elementos. </li>\n</ul>\n<h4>Problemas comuns no fluxo de trabalho</h4>\n<ul>\n <li><strong>Cargas pontuais concentradas</strong> podem causar <strong>falha na análise não linear</strong>. Adicione um <a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>dispositivo de transferência</strong></a> (por exemplo, placa de apoio) para distribuir a carga.</li>\n <li>Uma <strong>malha grosseira do ETABS ou SAP2000</strong> (típica de modelos globais) pode causar <strong>picos de tensão</strong> e produzir <strong>forças concentradas irrealistas</strong> tanto em valor como em posição para o dimensionamento da armadura.\n <ul>\n <li><strong>Recomendação:</strong> Modificar a malha para 100 mm x 100 mm dos elementos de parede importados.</li>\n </ul>\n </li>\n <li>Uma malha grosseira pode também causar <strong>momentos no plano significativos</strong> que não podem ser capturados com precisão no IDEA StatiCa.\n <ul>\n <li><strong>Recomendação:</strong> Definir a <strong>rigidez fora do plano</strong> dos elementos de parede importados para um <strong>valor baixo</strong>, de modo a que os elementos estruturais envolventes no modelo global possam adequadamente <strong>absorver e transferir as forças fora do plano</strong>.</li>\n </ul>\n </li>\n <li>Se uma <strong>carga pontual na aresta</strong> criar <strong>tração na aresta</strong> (por exemplo, devido a carga lateral), a análise não linear pode falhar.\n <ul>\n <li><strong>Recomendação: </strong>Mover a carga pontual ligeiramente para <strong>dentro</strong> para garantir o correto <a data-item-id=\"38cbe005-0e1e-4d75-ae8a-2ef9dcee4c2b\" href=\"\">envolvimento do betão</a>. </li>\n </ul>\n </li>\n</ul>\n<figure data-asset-id=\"c533eb01-322a-4b8e-9531-d917fb9f2082\" data-image-id=\"c533eb01-322a-4b8e-9531-d917fb9f2082\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ded8d739-bd8a-4880-815b-3d278cc6b9a7/load%20move.png\" data-asset-id=\"c533eb01-322a-4b8e-9531-d917fb9f2082\" data-image-id=\"c533eb01-322a-4b8e-9531-d917fb9f2082\" alt=\"\"></figure>\n<h2>Limitações da ligação BIM para aço</h2>\n<p>A ligação funciona agora para uma grande variedade de ligações/juntas. No entanto, tenha em conta a funcionalidade ainda não suportada:</p>\n<h4>Limitação: Importação de cargas</h4>\n<p>Não é suportada a importação de combinações de carga que contenham combinações de carga com adição não linear.</p>\n<p>Não é suportada a referência a uma combinação de carga dentro de outra combinação de carga. </p>\n<h4>Limitação: Como executar as ligações SAP2000 e ETABS com o IDEA StatiCa 22.1. </h4>\n<p><strong>Versões problemáticas:</strong> </p>\n<ul>\n <li>SAP2000 24.1.0 </li>\n <li>ETABS 20.3.0 </li>\n</ul>\n<p> <strong>Descrição do problema:</strong> </p>\n<p>A nova atualização do SAP2000 24.1.0 não funciona com o IDEA 22.1 mais recente. Ao iniciar o Checkbot a partir do menu, o aspeto é o seguinte e nada pode ser feito/clicado. </p>\n<figure data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a6fb4216-01d1-4c7e-91de-ce1ad9968ccf/etabs0.png\" data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" alt=\"\"></figure>\n<p><strong>Solução:</strong> </p>\n<p>Isto aplica-se igualmente ao SAP2000 e ao ETABS (versões mais recentes). A solução alternativa consiste em: </p>\n<p>1. Localizar o ficheiro de configuração (<em>SAP2000.exe.config</em> ou <em>ETABS.exe.config</em>) em </p>\n<p>C:\\Program Files\\Computers and Structures\\SAP2000 24\\ </p>\n<p>ou </p>\n<p>C:\\Program Files\\Computers and Structures\\ETABS 20\\ </p>\n<p>2. Eliminar as seguintes linhas do final do ficheiro e guardá-lo (requer direitos de administrador). </p>\n<figure data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3da4a27c-a34c-4708-8164-20593541de7e/etabs1.jpg\" data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" alt=\"\"></figure>\n<p>Em alternativa, copie o ficheiro para o ambiente de trabalho, edite-o aí e copie-o de volta para a pasta original. </p>\n<p>Este é o aspeto que o ficheiro deve ter (na sua parte inferior) após a eliminação correta da ligação de assemblagem: </p>\n<figure data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/98c74a44-cf45-4532-9071-a040edabaa15/etabs2.jpg\" data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\" alt=\"\"></figure>\n<p>3. Em seguida, é possível executar o Checkbot.</p>\n<h4>Limitação: Equilíbrio</h4>\n<p>Para garantir o equilíbrio nos nós, defina os Desvios de Comprimento de Extremidade para 0:</p>\n<figure data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e90174a4-eedc-43a7-9af5-a7d920c1b516/assign1.png\" data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" alt=\"\"></figure>\n<figure data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1c50e3d3-f0ef-4c98-b06c-a6e203c393ea/assign2.png\" data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\" alt=\"\"></figure>\n<h4>Limitação: Convenção de sinais para esforços internos</h4>\n<p>Devido às diferentes convenções de sinais no ETABS e no Checkbot, os esforços internos são apresentados de forma diferente. Os efeitos das ações são aplicados corretamente, mas os esforços internos podem ser apresentados com sinal oposto e desenhados no lado oposto do elemento.</p>\n<figure data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/abe68214-ea1d-434c-a2c5-a471c46699c4/ETABS_TAB1.png\" data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" alt=\"\"></figure>\n<figure data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ec051e0a-d5bb-4bab-9174-3512299eca0b/ETABS_TAB2.png\" data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" alt=\"\"></figure>\n<h4>Limitação: Várias versões do SAP2000 ou ETABS instaladas no computador</h4>\n<p>A API do ETABS e do SAP2000 utiliza a biblioteca COM, que necessita de ser registada no registo do sistema. Ao instalar uma nova versão, durante a instalação, o COM para essa versão é registado automaticamente. Assim, quando tenta executar a ligação Checkbot para a versão mais antiga, esta não funciona. </p>\n<p>Se pretender alternar entre essas duas versões, deverá:</p>\n<p>1) Executar como administrador o ficheiro \"UnregisterSAP2000.exe\" ou \"UnregisterETABS.exe\" na pasta da versão mais recente.</p>\n<p>2) Em seguida, executar como administrador o ficheiro \"RegisterSAP2000.exe\" ou \"RegisterETABS.exe\" na pasta da versão mais antiga.</p>\n<p><br></p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "ETABS",
"codename": "etabs"
},
{
"name": "Limitations",
"codename": "limitations"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "known-limitations-for-etabs"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"known-limitations-for-etabs\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Limitações conhecidas para ETABS e SAP2000"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "A ligação funciona agora para uma grande variedade de ligações/juntas. No entanto, tenha em conta a funcionalidade ainda não suportada."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:15</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "known_limitations_for_etabs___connection",
"collection": "default",
"id": "c1df61f4-bcf8-4296-adac-04d685cf8dcc",
"language": "pt-PT",
"lastModified": "2026-04-15T10:15:24.9594862Z",
"name": "Known limitations for ETABS and SAP2000",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "Advance Steel",
"codename": "advance_steel"
},
{
"name": "Tekla Structures",
"codename": "tekla_structures"
},
{
"name": "SAP2000",
"codename": "sap2000"
},
{
"name": "SCIA Engineer",
"codename": "scia"
},
{
"name": "STAAD.Pro",
"codename": "staad_pro"
},
{
"name": "Revit",
"codename": "revit"
},
{
"name": "Robot Structural Analysis",
"codename": "robot_structural_analysis_professional"
},
{
"name": "AxisVM",
"codename": "axisvm"
},
{
"name": "ETABS",
"codename": "etabs"
},
{
"name": "RFEM",
"codename": "rfem"
},
{
"name": "RSTAB",
"codename": "rstab"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "bulk-selection-for-cad-and-fea-software"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"bulk-selection-for-cad-and-fea-software\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Seleção em massa para software CAD e MEF"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O gestor de verificação normativa (CCM) foi melhorado com a possibilidade de selecionar múltiplos nós do modelo global de uma só vez."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:26</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__bim___bulk_selection",
"collection": "default",
"id": "adaca174-72d2-4998-a132-147235c42fbc",
"language": "pt-PT",
"lastModified": "2026-04-15T10:26:02.0665993Z",
"name": "RN 20.1: BIM - Bulk selection for CAD and FEA software",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Importação de soldaduras recomendadas"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Screenshot 2020-10-05 122254.png",
"description": null,
"type": "image/png",
"size": 29137,
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png",
"width": 618,
"height": 405,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "Ao importar uma ligação de software CAD, existe agora a opção de adicionar soldaduras recomendadas."
},
"content": {
"images": [
{
"description": null,
"imageId": "66cc6cf4-0454-4973-80d1-c036df7af58d",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png",
"height": 405,
"width": 618
},
{
"description": null,
"imageId": "95f15e11-5f71-48bc-b54f-efdca5abdaf5",
"url": "https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1be4aa05-910a-40f5-bfb2-3d6c0d01246e/Screenshot%202020-10-05%20122304.png",
"height": 404,
"width": 826
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Quando selecionada, é efetuada uma verificação de soldaduras potencialmente em falta. Essas soldaduras são então adicionadas e importadas juntamente com os restantes componentes.</p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"\"></figure>\n<p>Estas soldaduras podem estar em falta devido a uma exportação incorreta, ou talvez não estejam no modelo CAD de todo. As soldaduras adicionadas são então identificadas como \"soldadura recomendada\" na árvore de operações no IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" data-image-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1be4aa05-910a-40f5-bfb2-3d6c0d01246e/Screenshot%202020-10-05%20122304.png\" data-asset-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" data-image-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" alt=\"\"></figure>\n<p>Disponível nas edições <strong>Expert </strong>e <strong>Enhanced </strong>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_steel_20_1",
"release_notes_idea_statica_concrete_20_1",
"welds__general_article_"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]",
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "Advance Steel",
"codename": "advance_steel"
},
{
"name": "Tekla Structures",
"codename": "tekla_structures"
},
{
"name": "Modeling",
"codename": "modeling"
},
{
"name": "Welds",
"codename": "welds"
},
{
"name": "Revit",
"codename": "revit"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "import-of-recommended-welds"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"import-of-recommended-welds\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "true"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "index, follow",
"codename": "index__follow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Exportação de soldaduras recomendadas"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Ao importar uma ligação de software CAD, existe agora a opção de adicionar soldaduras recomendadas."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:26</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__bim___recommended_welds",
"collection": "default",
"id": "d38299a4-0ea1-44c0-bf31-c2b61ad0d63b",
"language": "pt-PT",
"lastModified": "2026-04-15T10:26:09.2636118Z",
"name": "RN 20.1: BIM - Recommended welds",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Outras alterações"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "eula",
"linkId": "0a020c72-037d-4774-82db-7698405151c0",
"urlSlug": "end-user-license-agreement-2022-02",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h3>Localizações</h3>\n<p>Alterámos a forma de localização das nossas aplicações. A primeira versão, <strong>IDEA StatiCa 20.1.2515, está disponível apenas em inglês e checo</strong>. Adicionaremos outros idiomas na próxima atualização em breve.</p>\n<h3>Novo EULA</h3>\n<p>Com o novo lançamento do produto, o Contrato de Licença de Utilizador Final foi atualizado. Pode <a data-item-id=\"0a020c72-037d-4774-82db-7698405151c0\" href=\"\">encontrar aqui a versão mais recente do EULA</a>.</p>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Licensing",
"codename": "licensing"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Licensing",
"codename": "licensing"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "other-changes"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"other-changes\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "no",
"codename": "false"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "noindex, nofollow",
"codename": "noindex__nofollow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:26</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "rn_20_1__others",
"collection": "default",
"id": "015b5d95-374b-412b-a25f-63ff38a5c862",
"language": "pt-PT",
"lastModified": "2026-04-15T10:26:21.1754152Z",
"name": "RN 20.1: Others",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"release_notes_idea_statica_20___introduction__copy_b4014f8\"></object>\n<h2>IDEA StatiCa Connection improvements</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__cost_estimation\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__predesign\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"release_notes_20_1__settings_and_templates\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__new_connection_wizard\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__new_connection_wizard__copy_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__bolt_bearing_distances__en_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__improved_model_of_contacts\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__butt_welds_upgraded_model\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__check_of_missing_welds\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__connecting_plate_eccentricity\"></object>\n<h2>BIM links</h2>\n<p>Versions of applications supported by IDEA StatiCa 20.1 (Steel)</p>\n<figure data-asset-id=\"d17a4461-cadb-442b-b8d1-2632e344bd74\" data-image-id=\"d17a4461-cadb-442b-b8d1-2632e344bd74\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dd7227ef-53b8-4e98-80f2-73f001bda28c/BIM%2020.1%20Steel.PNG\" data-asset-id=\"d17a4461-cadb-442b-b8d1-2632e344bd74\" data-image-id=\"d17a4461-cadb-442b-b8d1-2632e344bd74\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__bim___bulk_selection\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__bim___recommended_welds\"></object>\n<h2>Licensing</h2>\n<p>Licensing improvements highlights:</p>\n<ul>\n <li>Possibility of the automatic sign out after you close IDEA StatiCa </li>\n <li>IDEA StatiCa launches 40 % faster </li>\n <li>Better error messages so you know what the problem with your license is </li>\n <li>New License dialog with “Forgotten password” button at hand</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_20_1__others\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"release_notes_idea_statica_21_0_d5c25f3",
"release_notes_idea_statica_concrete_20_1",
"release_notes_idea_statica_concrete_20",
"release_notes_idea_statica_steel_20"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]",
"[Circular Reference]",
"[Circular Reference]"
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Steel",
"codename": "steel"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "Advance Steel",
"codename": "advance_steel"
},
{
"name": "Tekla Structures",
"codename": "tekla_structures"
},
{
"name": "SAP2000",
"codename": "sap2000"
},
{
"name": "SCIA Engineer",
"codename": "scia"
},
{
"name": "STAAD.Pro",
"codename": "staad_pro"
},
{
"name": "Revit",
"codename": "revit"
},
{
"name": "Robot Structural Analysis",
"codename": "robot_structural_analysis_professional"
},
{
"name": "Advance Design",
"codename": "advance_design"
},
{
"name": "AxisVM",
"codename": "axisvm"
},
{
"name": "ETABS",
"codename": "etabs"
},
{
"name": "midas Civil + Gen",
"codename": "midas_civil_gen"
},
{
"name": "RFEM",
"codename": "rfem"
},
{
"name": "RSTAB",
"codename": "rstab"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "release-notes-idea-statica-steel-20-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"release-notes-idea-statica-steel-20-1\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Release notes IDEA StatiCa Steel 20.1"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Speed up your connection design with the new version of IDEA StatiCa! "
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_idea_statica_steel_20_1",
"collection": "default",
"id": "28c5e551-7dcf-4aed-93a1-97e001d6f3bc",
"language": "pt-PT",
"lastModified": "2025-08-14T18:30:17.5385408Z",
"name": "Release notes IDEA StatiCa Steel 20.1",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Notas de lançamento"
},
"icon": {
"name": "Icon",
"type": "asset",
"value": []
},
"hovericon": {
"name": "HoverIcon",
"type": "asset",
"value": []
},
"perex": {
"name": "Perex",
"type": "text",
"value": "Veja o que há de novo nas versões recentes do IDEA StatiCa."
},
"link_url": {
"name": "Link Url",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content item link",
"type": "modular_content",
"value": [
"untitled_content_item_e044799"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Release notes"
},
"support_center_type": {
"name": "Support center type",
"type": "multiple_choice",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
]
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": ""
},
"preheader_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "PreHeader content",
"type": "rich_text",
"value": "<p><br></p>"
},
"postheader_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "PostHeader content",
"type": "rich_text",
"value": "<p><br></p>"
},
"landingpage_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p><br></p>"
},
"show_featured_articles": {
"name": "Show featured articles",
"type": "multiple_choice",
"value": []
},
"featured_articles_title": {
"name": "Featured articles headline",
"type": "text",
"value": ""
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"landing_page_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Landing page content",
"type": "rich_text",
"value": "<p><br></p>"
},
"shared_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Shared content",
"type": "rich_text",
"value": "<p><br></p>"
},
"header_link": {
"name": "Header link",
"type": "text",
"value": ""
},
"header_content_item_link": {
"name": "Header Content Item Link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_cross_links": {
"name": "Header cross links",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Header content",
"type": "rich_text",
"value": "<p><br></p>"
},
"is_breadcrumbs_hidden": {
"name": "Hide breadcrumbs",
"type": "multiple_choice",
"value": []
},
"is_search_hidden": {
"name": "Hide search",
"type": "multiple_choice",
"value": []
},
"search_results_page": {
"name": "Search results page",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_background_image": {
"name": "Background image",
"type": "asset",
"value": []
},
"header_background_image_effects": {
"name": "Background image effect",
"type": "multiple_choice",
"value": []
},
"is_header_full_height": {
"name": "Small height header",
"type": "multiple_choice",
"value": []
},
"header_background_video": {
"name": "Background video",
"type": "asset",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "support-center-release-notes"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"support-center-release-notes\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": []
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Release notes"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Discover latest versions of the software and get familiar with all the new features introduced. "
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"is_gated_content": {
"name": "Gated content",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p><br></p>"
},
"design": {
"name": "Design",
"type": "multiple_choice",
"value": []
},
"header_alignment": {
"name": "Header alignment",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "untitled_content_item_e044799",
"collection": "default",
"id": "e0447990-4817-41b4-8d3e-37393eb4b691",
"language": "pt-PT",
"lastModified": "2025-07-16T05:40:02.2273452Z",
"name": "Landing page - Release notes",
"sitemapLocations": [],
"type": "landing_page___support_center_new",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "untitled_content_item_15d53ff",
"collection": "default",
"id": "15d53ff4-ef0d-44d7-ac2d-0b223992a904",
"language": "pt-PT",
"lastModified": "2025-07-16T05:46:01.0494411Z",
"name": "Release notes",
"sitemapLocations": [],
"type": "widget_support_center_crosslink",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "APAC",
"codename": "apac"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
},
{
"name": "Licensing",
"codename": "licensing"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Release notes",
"codename": "release_notes"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "Load effects",
"codename": "load_effects"
},
{
"name": "Diaphragms",
"codename": "diaphragms"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "release-notes-idea-statica-concrete-20"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"release-notes-idea-statica-concrete-20\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Notas de versão IDEA StatiCa Concrete 20"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Os destaques desta versão são os modelos paramétricos de diafragmas, as áreas parcialmente carregadas e a implementação do Anexo Nacional do Reino Unido."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 13:48</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "release_notes_idea_statica_concrete_20",
"collection": "default",
"id": "2c50b5cb-2dde-450d-89bd-989d1b561084",
"language": "pt-PT",
"lastModified": "2026-04-15T11:48:01.8804083Z",
"name": "Release notes IDEA StatiCa Concrete 20",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Prestressed concrete",
"codename": "prestressed_concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "National code",
"codename": "national_codes"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "Beam",
"codename": "beam"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "uk-national-annex-implementation"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"uk-national-annex-implementation\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Implementação do Anexo Nacional do Reino Unido"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "O Anexo do Reino Unido foi adicionado à família de anexos existentes que permitem aos engenheiros efetuar a verificação normativa de estruturas existentes e recentemente construídas."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Translated on 15.4.2026 12:14</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
}