Knowledge base articles

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658 resultate

Why is 5% plastic 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

Default member length in Connection

How to use a rod member

Member - boundary conditions

What is the difference between Widener , Doubler and Rib?

A correct way how to define a stub

Member analysis - Interpretation of MNA and GMNIA results

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

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