Verifications

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112 results

Coped beam

CBFEM validation: Block shear behavior

Cap plate connection of CHS profile (AISC)

Bolted splice connection

Bolted splice connection (AISC)

Column base plate in braced bay LRFD (AISC)

Bolted flange plate moment connection – LRFD

Anchorage

Anchor bolts in tension and shear

All welded double-angle connection (AISC)

Stiffness analysis - W to HSS moment connection (AISC)

Extended moment end-plate connection – ASD

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

Bolted connection - Interaction of shear and tension

Column base – Open section column in bending to strong axis

Plate to circular hollow section

Comparison of Buckling Resistance of I-shaped cross-sections

Prequalified joints for seismic applications

CBFEM Weld Model: Validation and Verification

Rectangular hollow sections

Fatigue life by nominal stress method