Steel Frame Structure with Tension Members

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Description

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

Keywords

Stability design Equivalent member method Tapered member Taper General method

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  • Views 319x
  • Downloads 45x
  • Updated 12 November 2021
  • Number of Nodes 8
  • Number of Members 16
  • Number of Load Cases 2
  • Total Weight 1.473 t
  • Dimensions 8.534 x 5.534 x 5.267 m
  • Program Version 8.24.02.157532

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