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335 résultats
Steel
Base théorique

Known limitations for ETABS / SAP2000
Connection
AISC (USA)
+4
Steel
Vérifications

Flush moment end plate connections (AISC)
AISC (USA)
Bolts
+2
Steel
Base théorique

Fatigue analysis type in structural design
AISC (USA)
Bolts
+3
Steel
Base théorique

Does AISC allow the use of FEA for connection design?
Connection
AISC (USA)
+1
Steel
Base théorique

Complex AISC bolted joint design and code-check by cleats and T-stubs
AISC (USA)
Connection
Steel
Vérifications

CBFEM validation: Block shear behavior

AISC (USA)
CBFEM
+3
Steel
Vérifications

Cap plate connection of CHS profile (AISC)
AISC (USA)
Bolts
+2
Steel
Vérifications, Base théorique

Buckling analysis according to AISC

AISC (USA)
Buckling
+1
Steel
Vérifications

Brace Connection at beam-column connection in a braced frame – Double Angle Brace (AISC)
Connection
AISC (USA)
+1
Steel
Vérifications

Bolted splice connection (AISC)
AISC (USA)
CBFEM
+2
Steel
Vérifications

Column base plate in braced bay LRFD (AISC)
Connection
AISC (USA)
Steel
Base théorique, Vérifications

Beam or column web with concentrated forces
Column
Beam
+4
Steel
Vérifications

Anchorage
Connection
AISC (USA)
Steel
Vérifications

All welded double-angle connection (AISC)
AISC (USA)
CBFEM
+2
Steel
Vérifications

Stiffness analysis - W to HSS moment connection (AISC)
AISC (USA)
Moment Connection
+3
Steel
Vérifications

Extended moment end-plate connection – ASD
AISC (USA)
Bolts
+1
Steel
Vérifications

Branch/Through-Plate Connection with Rectangular HSS (AISC)
Connection
AISC (USA)
Steel
Tutoriels

STAAD.Pro link for member design
BIM link
STAAD.Pro
+6
Steel
Base théorique

Connection analysis 0% or doesn't reach 100%
Connection
EN (Eurocode)
+4