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860 resultate

Lateral-torsional restraint in structural design

Percentage loading

Section model view – drawings (“sketches”)

Mesh generation error for a plate imported from DXF

Regional-based item order in the cross-section library

Improved Cross-section Conversion

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

How to change units in IDEA StatiCa Connection

Relative positions of members

Contact stress between two plates

Contacts between steel connection plates