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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 Detail?

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 is the purpose of result classes?

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

What is the CBFEM?

What are the unique features of IDEA StatiCa Prestressing?

What are the key differences between the methods CSFM and Strut&Tie

How do you find the reactions in IDEA StatiCa Detail?

Point distributed support

Column (EN) - unfinished draft, low priority

The theory behind thin-walled members

Thin-walled members – buckling issues