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

Why is interaction check still 100% even with a higher load?

Why do I get high bolt forces in endplates?

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?

Code-check of welds according to Hong Kong Code

How do you find the reactions in IDEA StatiCa Detail?

Point distributed support

The theory behind thin-walled members

Thin-walled members – buckling issues

Shear

Torsion

Code-check of welds according to Russian standards

Code-check of steel plates according to Russian standards

Joint classification according to Russian standards

Check of concrete block according to SP - new

Code-check of concrete block according to Russian standards

Capacity design according to Russian standards

Code-check of bolts and preloaded bolts according to Russian standards