Known issues (Frame Analysis)

Last modified by Fredrik Lagerström on 2022/07/07 08:56

This page lists restrictions and known issues that has been discovered and may apply.

  • For steel and timber elements that are continuously supported at the top and at the same time single supported in the bottom against lateral torsional buckling. The single supports will be ignored in the calculation.

ico-colour-W_EN 1993 steel.png Concrete module

  • Loads that affect the construction are assumed to be working through the shear center SC of the cross section, which means that there is no torsion of the cross section.
  • Controls of the support capacity with consideration to lateral instability are not performed.

ico-colour-W_EN 1993 steel.png Steel module

  • In the present version Steel Module 6.4 it is not possible to design sections in section class 4.

ico-colour-W_EN 1993 steel.png Timber module

  • No design of possible buckling stiffeners are performed.
  • Loads that affect the construction are assumed to be working through the shear center SC of the cross section, which means that there is no torsion of the cross section.
Created by Fredrik Lagerström on 2022/03/18 16:25
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