All content

Product

Application

Show more Show less

National code

Show more Show less

Category

1209 results

Settings dialogue

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

Tendons out of the section

Selected load cases from SCIA Engineer to IDEA StatiCa via XML

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 Connection

Speeding up the solver of IDEA StatiCa for concrete design

Codes supported in IDEA StatiCa Concrete

Combinations and strength reduction factor in ACI

Relative positions of members

Singularities vs. stress concentration area

Contact stress between two plates

Contacts between steel connection plates

Thin-walled steel members

Welded connections analysis

Distance between plates connected by a contact