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The classification of cross-sections according to EN 1993-1-1 using Table 5.2 is a simple method for the design of local buckling of cross-section parts. For cross-sections of cross-section class 4, it is necessary to determine the effective cross-section properties according to EN 1993-1-5.
This model was used to explain how the influence of local buckling is taken into account in the ultimate limit state designs for these cross-sections.
Model Used in
- Determination of Effective Widths According to EN 1993-1-5, Annex E
- Manual Cross-Section Classification for Steel and Aluminum Design According to Eurocode
- KB 001440 | Determination of Effective Widths According to EN 1993-1-5, Annex E
- KB 000778 | Manual Cross-Section Classification for Steel and Aluminum Design According to Eurocode
Hinged Column
| Number of Nodes | 2 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 1 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 0 |
| Total Weight | 0.349 tons |
| Dimensions (Metric) | 0.000 x 6.000 x 0.000 m |
| Dimensions (Imperial) | 0 x 19.69 x 0 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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