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SCI Publications P358 and P398 - Design examples

Typical Taiwanese cross-sections

How to import material - Material and product range library

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 interaction check still 100% even with a higher load?

Why IDEA StatiCa Prestressing?

Why IDEA StatiCa Member?

Why IDEA StatiCa Connection?

Why do I get high bolt forces in endplates?

Who is behind the software and the method?

What load transfer device can be used for the simulation of tension in anchors?

What to know before you start using IDEA StatiCa Member application?

What is the purpose of result classes?

What is the new code-required procedure in the new Eurocode 1993-1-8:2019?