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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 CSFM?

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

Known limitations for Advance Steel

The theory behind thin-walled members

Thin-walled members – buckling issues

Steel connection capacity design

Joint classification (EN)

Code-check of concrete blocks (EN)

Capacity design (EN)