This model shows how limit stresses can be changed by adjusting the yield stress in a targeted manner, using a steel bridge. It illustrates the practical effects of variable limit stresses in component analyses. The results obtained support the concept validation in structural engineering.
Model Used in
Adjustment of Limit Stresses in Steel Bridge Model
| Number of Nodes | 20 |
| Number of Members | 56 |
| Number of Load Cases | 4 |
| Number of Load Combinations | 16 |
| Number of Result Combinations | 2 |
| Total Weight | 8,230 t |
| Dimensions (Metric) | 20.742 x 2.742 x 1.871 m |
| Dimensions (Imperial) | 68.05 x 9 x 6.14 feet |
| Program Version | 8.25.02 |
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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