Tapered Steel Frame Structure

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Description

In EN 1993-1-1, the General Method was introduced as a design format for stability designs, which can be used for planar systems with any boundary conditions and variable structural height. The design checks can be performed for a loading in the main supporting plane and simultaneous compression. The stability cases of lateral-torsional buckling and flexural buckling are analyzed from the main supporting plane, that is, about the weak component axis. This model was used to explain the question of how flexural buckling in the main supporting plane can be verified in this context.

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Keywords

Tapered Steel frame structure Stability design Flexural buckling Lateral-torsional buckling Imperfections Taper

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  • Views 293x
  • Downloads 45x
  • Updated 03/29/2021
  • Number of Nodes 5
  • Number of Lines 4
  • Number of Members 4
  • Number of Load Cases 4
  • Number of Load Combinations 3
  • Total Weight 1.734 t
  • Dimensions 41.34 x 1.97 x 22.15 feet
  • Program Version 5.23.02.155292

Disclaimer

Models to Download

You can download this structural analysis model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
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