The model is presented in EN 1993-1-1 for planar structural systems with variable height and arbitrary boundary conditions. The stability cases of lateral-torsional and flexural buckling in the main load-bearing plane under simultaneous compression are explained. The design checks also take into account imperfections and the weakness of the component axis. Detailed graphical displays visualize the geometric intricacies of the steel frame.
Model Used in
Tapered Steel Frame | EN 1993-1-1 Method
| 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 (Metric) | 12.600 x 0.600 x 6.750 m |
| Dimensions (Imperial) | 41.34 x 1.97 x 22.15 feet |
| Program Version | 5.23.02 |
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