ESSAI de 14 jours

Choisir langue

Anglais
Tchèque
Allemand
Espagnol
Français
Italien
Néerlandais
Hongrois
Roumain

All content

Produit

Application

Afficher plus Afficher moins

National code

Afficher plus Afficher moins

Catégorie

Effacer tout
66 résultats
Steel
Base théorique

How to model both side splice connection
Connection
Manufacturing operations
+3
Steel
Base théorique

Weld sizing
Welds
Connection
+1
Steel
Base théorique

Section model view – drawings (“sketches”)
Connection
AISC (USA)
+6
Steel
Vérifications

Traduction d’essai – Rupture en traction

CBFEM
Plates
+2
Steel
Vérifications

Traduction de l'essai - Rupture par traction
CBFEM
Plates
+3
Steel
Base théorique

Ancrage générale
Connection
AISC (USA)
+5
Steel
Base théorique

Comment créer un modèle de bases avec platine de raccordement
Connection
AISC (USA)
+6
Steel
Base théorique

CBFEM - how it works, code compliance, validation and verification
Connection
AISC (USA)
+17
Steel
Vérifications

Verification of IDEA StatiCa calculations for steel connection design (AISC)
29/10/2021
Connection
AISC (USA)
+4
Steel
Vérifications

T-stub connections (AISC)
22/10/2021
Connection
Bolts
+2
Steel
Vérifications

Beam-over-column Connections (AISC)
03/12/2021
Connection
Buckling
+2
Steel
Base théorique

Execute plate cuts in parallel planes
Connection
Plates
+3
Steel
Base théorique

Edge indexing in Member and Connection models
Connection
Member
+3
Steel
Base théorique

Detailed calculation of connection design material values displayed for plates
Connection
EN (Eurocode)
+2
Steel
Base théorique

Buckling analysis according to AISC

AISC (USA)
Buckling
+1
Steel
Tutoriels

Grasshopper API link - how to import general plates and beams
Connection
IDEA Open Model (API)
+3
Steel
Base théorique

What is the difference between Widener , Doubler and Rib?
Connection
Member
+5
Steel
Base théorique

Using the plate Editor to shape a plate
Connection
Geometry
+2
Steel
Vérifications

Test translation – Tensile rupture

CBFEM
Plates
+2
Steel
Base théorique

How to import a plate from DXF
Connection
Geometry
+2
Steel
Vérifications

Block Shear Rupture in Bolted Connections (AISC)
Bolts
Plates
+4