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Steel
Base théorique
Code-check of welds according to Hong Kong Code
HKG (Hong Kong)
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Steel
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Web Side Plate Connection
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AS (Australia)
Steel
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Block shear resistance
IS (India)
CBFEM
+3
Steel
Base théorique
The theory behind thin-walled members
Connection
AISC (USA)
+4
Steel
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Thin-walled members – buckling issues
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AISC (USA)
+3
Steel
Base théorique
Code-check of welds according to Russian standards
Connection
CBFEM
+2
Steel
Base théorique
Code-check of steel plates according to Russian standards
Connection
CBFEM
+2
Steel
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Joint classification according to Russian standards
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CBFEM
+3
Steel
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Check of concrete block according to SP - new
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CBFEM
+2
Steel
Base théorique
Code-check of concrete block according to Russian standards
Connection
CBFEM
+2
Steel
Base théorique
Capacity design according to Russian standards
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SP 16 (Russia)
Steel
Base théorique
Code-check of bolts and preloaded bolts according to Russian standards
Connection
CBFEM
+2
Steel
Base théorique
Check of anchors according to STO
Anchoring
CBFEM
+3
Steel
Base théorique
Steel connection capacity design
Connection
AISC (USA)
+9
Steel
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Code-check of welds according to Chinese standard
Connection
CBFEM
+2
Steel
Base théorique
Code-check of steel plates according to Chinese Standard
Connection
CBFEM
+2
Steel
Base théorique
Joint classification according to Chinese standard
GB (China)
Connection
+3
Steel
Base théorique
Detailing of bolts and welds according to Chinese standard
Connection
CBFEM
+3
Steel
Base théorique
Code-check of concrete block according to Chinese standard
Connection
Anchoring
+4
Steel
Base théorique
Capacity design according to Chinese standard
GB (China)
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+2
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