103 resultaten
Steel
Kennisbank
Why do I get high bolt forces in endplates?
Connection
AISC (USA)
+2
Steel
Controles
Block shear resistance
IS (India)
CBFEM
+3
Steel
Connection
CBFEM
+2
Steel
Connection
CBFEM
+3
Steel
Connection
CBFEM
+2
Steel
Connection
CBFEM
+2
Steel
AISC (USA)
Bolts
+1
Steel
Controles
Slip-critical connection (AISC)
AISC (USA)
CBFEM
+2
Steel
Controles
Single plate shear connection (AISC)
AISC (USA)
Bolts
+3
Steel
HKG (Hong Kong)
Connection
+2
Steel
IS (India)
Connection
+2
Steel
Connection
AISC (USA)
+2
Steel
Connection
EN (Eurocode)
+3
Steel
Controles
Bolts and Compressed Plates Modelling
Connection
AISC (USA)
+4
Steel
Connection
EN (Eurocode)
+3
Steel
AISC (USA)
Bolts
+2
Steel
Controles
Fire design: T-stub
Fire resistance
Bolts
Steel
Connection
AISC (USA)
+2
Steel
HKG (Hong Kong)
Connection
+3
Steel
Controles
CBFEM validation: Block shear behavior
AISC (USA)
CBFEM
+3
Steel
Controles
End plate minor axis connection
EN (Eurocode)
CBFEM
+2