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In EN 1993-1-1, the General Method was introduced as a design format for stability analyses that can be applied to planar systems with arbitrary boundary conditions and variable structural height. The design checks can be performed for loading in the main load-bearing 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.
Model Used in
Tapered Steel Frame Structure
| 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 tons |
| 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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