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886 resultaten
Steel
FAQ

Why IDEA StatiCa Connection?
Connection
AISC (USA)
+2
Steel
Kennisbank

Why do I get high bolt forces in endplates?
Connection
AISC (USA)
+2
Steel
FAQ

Who is behind the software and the method?
Connection
Member
+3
Steel
Kennisbank

What is the new code-required procedure in the new Eurocode 1993-1-8:2019?
Connection
CBFEM
+1
Steel
Kennisbank

Code-check of welds according to Hong Kong Code
HKG (Hong Kong)
Connection
+2
Steel
Controles

Web Side Plate Connection
Connection
AS (Australia)
Steel
Controles

Block shear resistance
IS (India)
CBFEM
+3
Steel
Kennisbank

The theory behind thin-walled members
Connection
AISC (USA)
+4
Steel
Kennisbank

Thin-walled members – buckling issues
Connection
AISC (USA)
+3
Steel
Kennisbank

Code-check of welds according to Russian standards
Connection
CBFEM
+2
Steel
Kennisbank

Code-check of steel plates according to Russian standards
Connection
CBFEM
+2
Steel
Kennisbank

Joint classification according to Russian standards
Connection
CBFEM
+3
Steel
Kennisbank

Check of concrete block according to SP - new
Connection
CBFEM
+2
Steel
Kennisbank

Code-check of concrete block according to Russian standards
Connection
CBFEM
+2
Steel
Kennisbank

Capacity design according to Russian standards
Connection
SP 16 (Russia)
Steel
Kennisbank

Code-check of bolts and preloaded bolts according to Russian standards
Connection
CBFEM
+2
Steel
Kennisbank

Check of anchors according to STO
Anchoring
CBFEM
+3
Steel
Kennisbank

Code-check of welds according to Chinese standard
Connection
CBFEM
+2
Steel
Kennisbank

Code-check of steel plates according to Chinese Standard
Connection
CBFEM
+2
Steel
Kennisbank

Joint classification according to Chinese standard
GB (China)
Connection
+3