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Main assumptions and limitations for CSFM

Presentation of results

Solution method and load-control algorithm

Meshing

Finite element types

Geometric modification of cross-sections

Load transfer at trimmed ends of beams

3 – Реализация метода конечных элементов

4 – Особенности проверки

Anchorage check step by step

Partially loaded areas (PLA)

Hooked anchors/L-bolts in AISC

Intuitive ribbon and navigation system for IDEA StatiCa Detail

Strengthening of existing steel members

Limitations to checks of anchors

Imperial rounding improvements in Detail

Improvements for ACI 318-19 in Detail

IDEA StatiCa Column structural design - User guide