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302 resultate

Settings dialogue

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

Partially supported base plate

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 change units in IDEA StatiCa

Relative positions of members

Singularities vs. stress concentration area

Contacts between steel connection plates

Thin-walled steel members

Welded connections analysis

Distance between plates connected by a contact

Plate and weld clash check

Combining weld and contact operations

Weld size and length

Bolts are too close to plate edge

Through bolts for hollow sections warning