Consteel recommends to use the General Method
- Tartalmak
Consteel recommends to use the General Method from EN 1993-1-1 for the evaluation of out-of-plane strength of members and sturctures. In addition, the scaled imperfection based 2nd order approach is available.
Did you know, that when linear buckling eigenform affine imperfections are used, Consteel can scale automatically the selected eigenmodes to perform a Eurocode compatible design? And you can even combine several imperfections?
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Imperfect model analysis
EN 1993-1-1
Model examples
Buckling analysis
Class 4, thin-walled sections
Stability design
Structural imperfections
Torsion and warping
