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764 résultats
Steel
FAQ

How do I know that IDEA StatiCa Connection is safe?
Connection
AISC (USA)
+3
Steel
Base théorique

How can I create a doubler on the surface of circular hollow member?
Connection
AISC (USA)
+4
Steel
Base théorique

How can CBFEM be compliant with the code and real behaviour at the same time?
Connection
AISC (USA)
+3
Steel
Vérifications

Haunched joint – capacity design
Connection
CBFEM
+3
Steel
Base théorique

Haunch of an IPE cross-section member
Connection
AISC (USA)
+4
Concrete
Base théorique

Hanging support
Detail 2D
ACI (USA)
+3
Steel
Vérifications

Gusset plate design in IDEA StatiCa Connection
Connection
AISC (USA)
+1
Steel
Base théorique

General composite cross-section check of design in editor
Connection
AISC (USA)
+4
Steel
Base théorique

Friction resistance code-check
Connection
AISC (USA)
+5
Steel
Base théorique

Frame joint stiffness analysis and consequences of the stiffness to FEM model
Connection
AISC (USA)
+4
Steel
Base théorique

Fictional node principle
Connection
AISC (USA)
+3
Steel
Vérifications

Fatigue life by nominal stress method
Connection
EN (Eurocode)
+1
Steel
Vérifications

Fatigue analysis – Butt welds of I section
Connection
AISC (USA)
+3
Concrete
Base théorique

Export of the beam to Detail app
Detail 2D
Beam
+4
Concrete
Base théorique

Export load cases or combinations to IDEA StatiCa Detail
Detail 2D
ACI (USA)
+3
Concrete
Base théorique

Export beam geometry to IDEA StatiCa Detail

Detail 2D
ACI (USA)
+2
Concrete
Base théorique

Equivalent load due to prestress and prestressing losses
Beam
Geometry
+7
Steel
FAQ

Do I have to be a FEM expert to use IDEA StatiCa Steel?
Connection
Member
+3
Concrete
Base théorique

Design of a continuous composite bridge
Beam
EN (Eurocode)
+9
Steel
Base théorique

Deep understanding of EC weld results
Connection
CBFEM
+3
Steel
Base théorique

Decreasing division of surface of CHS members
Connection
AISC (USA)
+5