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Regional-based item order in the cross-section library

Cross-section library favorites

Settings dialogue

Why is 5% plastic strain limit used in material diagram for AISC?

Partially supported base plate

Default member length in Connection

Limitations of through bolts and hollow sections

Bolt shear force calculated per shear plane

Updated CBFEM solver

An improved model of contacts

Codes supported in IDEA StatiCa Steel

How to define connections made with pins

Codes supported in IDEA StatiCa Concrete

Relative positions of members

Contacts between steel connection plates

Bearing type options for bolts in version 21.1 and onwards

Thin-walled steel members

Class 4 cross-sections: slender member plates in Member application

Welded connections analysis

Distance between plates connected by a contact

How to set position of bolts