Steel Frame Structure with Tension Members

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For the stability design of members and sets of members with a uniform cross-section, you can use the equivalent member method according to EN 1993-1-1, 6.3.1 to 6.3.3. However, as soon as a tapered cross-section is available, this method can no longer be used or only to a limited extent. This model was used to show how RF-/STEEL EC3 recognizes such cases automatically and switches to the General Method.

Model Used in


Stability design Equivalent member method Tapered member Taper General method


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  • Views 321x
  • Downloads 45x
  • Updated 11/12/2021
  • Number of Nodes 8
  • Number of Members 16
  • Number of Load Cases 2
  • Total Weight 1.473 t
  • Dimensions 28 x 18,16 x 17,28 feet
  • Program Version


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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.