1038 résultats
Steel
Base théorique
Will the merge work for slightly different geometries? Usually, the analysis model is not identical to the drawing model.
Connection
AISC (USA)
+2
Steel
Base théorique
Why to use a built-up steel cross-section?
Connection
AISC (USA)
+2
Steel
Connection
AISC (USA)
+2
Steel
Connection
AISC (USA)
+2
Steel
Base théorique
Why do I get high bolt forces in endplates?
Connection
AISC (USA)
+2
Steel
Connection
Member
+3
Steel
Connection
CBFEM
+1
Steel
Connection
AISC (USA)
+2
Steel
Base théorique
Code-check of welds according to Hong Kong Code
HKG (Hong Kong)
Connection
+2
Steel
Vérifications
Welded splice connection (AISC)
AISC (USA)
CBFEM
+2
Steel
Vérifications
Welded beam to column moment connection
CSA (Canada)
Connection
Steel
Vérifications
Web Side Plate Connection
Connection
AS (Australia)
Steel
Vérifications
Block shear resistance
IS (India)
CBFEM
+3
Steel
Vérifications
Simple welds LRFD (AISC)
Connection
AISC (USA)
Steel
Vérifications
Simple welds (ASD)
AISC (USA)
Connection
Steel
Base théorique
Validation & Verification of IDEA StatiCa
Connection
AISC (USA)
+2
Steel
AISC (USA)
Connection
Steel
Base théorique
Torsion moment induced by eccentric shear force
Connection
AISC (USA)
+2
Steel
Base théorique
The theory behind thin-walled members
Connection
AISC (USA)
+4
Steel
Base théorique
Thin-walled members – buckling issues
Connection
AISC (USA)
+3