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307 resultate

Base plate with cruciform shear lug

ETABS BIM link for steel Member design (AISC)

Warping of members – Load in shear center

Bolts and preloaded bolts connections

Prestressing in Detail - Model description

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% plastic 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