441 resultaten
Steel
Kennisbank
Why to use a built-up steel cross-section?
Connection
AISC (USA)
+2
Steel
Connection
AISC (USA)
+2
Steel
Connection
AISC (USA)
+2
Steel
Kennisbank
Why do I get high bolt forces in endplates?
Connection
AISC (USA)
+2
Steel
Connection
Member
+3
Steel
Controles
Welded splice connection (AISC)
AISC (USA)
CBFEM
+2
Steel
Controles
Simple welds LRFD (AISC)
Connection
AISC (USA)
Steel
AISC (USA)
Connection
Steel
Connection
Load effects
Steel
Kennisbank
The theory behind thin-walled members
Connection
AISC (USA)
+4
Steel
Kennisbank
Thin-walled members – buckling issues
Connection
AISC (USA)
+3
Steel
Theoretische achtergrond
Theoretische achtergrond - Convergeren van de berekening
Connection
CBFEM
Steel
Connection
AISC (USA)
+4
Steel
Connection
AISC (USA)
+5
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
Connection
AISC (USA)
+1
Steel
Connection
AISC (USA)
+3
Steel
Connection
AISC (USA)
+3