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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 used 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
Steel Frame Structure with Tension Members
| Number of Nodes | 8 |
| Number of Lines | 16 |
| Number of Members | 16 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 0 |
| Total Weight | 1.475 tons |
| Dimensions (Metric) | 8.000 x 5.000 x 5.000 m |
| Dimensions (Imperial) | 26.25 x 16.4 x 16.4 feet |
You can download this structural 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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