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304 risultati

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)

CBFEM Weld Model: Validation and Verification

Local deformation check for the hollow members

Buckling factor shows negative value

Laboratory validation of IDEA StatiCa steel connections and details

Component-based finite element model

Advanced Modelling of End Plate Joints

Know limitations for AxisVM

Known limitations for Advance Steel

Number of buckling modes

Fatigue analysis: nominal stress

Analysis model improvements in IDEA StatiCa version 21.0

How are welds modeled in IDEA StatiCa

Connection Wednesdays – Latest features of CAD BIM links

Streamlining connection design workflows between detailers and engineers