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397 resultaten
Steel
Theoretische achtergrond
Weerstand van de verbinding
Connection
CBFEM
Steel
Theoretische achtergrond
Buckling analysis
Connection
CBFEM
+1
Steel
Theoretische achtergrond
Theoretische achtergrond - Convergeren van de berekening
Connection
CBFEM
Steel
Controles
Splice connections of I-beam flanges (AISC)
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
Controles
Pipe – Shear lag connection in bracing
AISC (USA)
Welds
+1
Steel
Kennisbank
Known limitations for ETABS / SAP2000
Connection
AISC (USA)
+4
Steel
Controles
Flush moment end plate connections (AISC)
AISC (USA)
Bolts
+2
Steel
Theoretische achtergrond
Vermoeiings berekeningstype
Bolts
Welds
+1
Steel
Kennisbank
Does AISC allow the use of FEA for connection design?
Connection
AISC (USA)
+1
Steel
Kennisbank
Complex AISC bolted joint design and code-check by cleats and T-stubs
AISC (USA)
Connection
Steel
Controles
CBFEM validation: Block shear behavior
AISC (USA)
CBFEM
+3
Steel
Controles
Cap plate connection of CHS profile (AISC)
AISC (USA)
Bolts
+2
Steel
Controles
Column base plate in braced bay LRFD (AISC)
Connection
AISC (USA)
Steel
Controles
Bolted flange plate moment connection – LRFD
AISC (USA)
Bolts
+2
Steel
Kennisbank
Known limitations for STAAD.Pro
BIM link
STAAD.Pro
+2
Steel
Kennisbank, Controles
Beam or column web with concentrated forces
Beam
AISC (USA)
+3
Steel
Controles
All welded double-angle connection (AISC)
AISC (USA)
CBFEM
+2
Steel
Controles
Stiffness analysis - W to HSS moment connection (AISC)
AISC (USA)
Moment Connection
+3
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