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Timber connections (steel-to-timber)

Connection stiffness and its use in global analysis

Unified GUI for CAD and FEA

Steel-to-timber joints (Theoretical Background)

Code-check of anchors according to Australian standards

SCI Publications P358 and P398 - Design examples

Typical Taiwanese cross-sections

How to import material - Material and product range library

BIM link activation for SAP2000 (v23 and newer)

Connection Browser – new library of connections (v21.1)

Capacity design analysis to deal with seismic checks

Concrete in compression

Workaround for export of notches from Advance Steel

Workaround for export of anchoring from Tekla Structures

Will the merge work for slightly different geometries? Usually, the analysis model is not identical to the drawing model.

Why to use a built-up steel cross-section?

Why are there tension forces in bolts in a fin plate connection?

Why is IDEA StatiCa Connection more expensive than standard tools for connection design?

Why IDEA StatiCa Connection?

Why do I get high bolt forces in endplates?