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305 resultados

Percentage loading

Section model view – drawings (“sketches”)

Regional-based item order in the cross-section library

Improved Cross-section Conversion

Cross-section library favorites

Settings dialogue

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

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

Relative positions of members

Contact stress between two plates

Contacts between steel connection plates

User guide - IDEA StatiCa Frame

Thin-walled steel members

Welded connections analysis

Plate and weld clash check

Combining weld and contact operations