en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_internalforces

This translation is older than the original page and might be outdated. See what has changed.

This is an old revision of the document!


FIXME This page is not fully translated, yet. Please help completing the translation.
(remove this paragraph once the translation is finished)

Module „CLT-Plate 1D - Internal forces“

CLT-Plate 1D - Internal forces

The input is divided into:

  • definitions of the cross section
  • specifications concerning structural fire design
  • internal forces according to the theory (of 1st or 2nd order) on which the calculations are based on
  • design factors
  • specifications concerning stability

Show description

Show description

The internal forces and the underlying type of calculation are defined in the tab „Internal forces, stresses and utilisation ratios“. Additionally, the design values are specified here.

If the internal forces result from a calculation based on a first order analysis a substitute buckling length has to be stated in case of a negative normal force ("problem of stability"). Based on this buckling length and the respective cross section the required buckling factor kc needed for the verification is calculated automatically.

Input - internal forces, design factors and specifications concerning stability

Show description

The stress distributions and the governing utilisation ratios are shown in the tab "Internal forces, stresses and utilisation ratios".

Summary of the results

Stresses and utilisation ratios of the single layers are shown when clicking on the "Details" button.

Detailed results

  • en/clt/hotspot/software/cltdesigner/manual/modul_plate1d_internalforces.1510829454.txt.gz
  • Last modified: 2017/11/16 11:50
  • by Alexandra Thiel