2026-09-14
064815
Equivalent Stresses in Hanger Connection in RFEM
Equivalent von Mises stresses in the hanger and cross-girder connection of a steel arch bridge in RFEM
Equivalent von Mises stresses in the connection zone between the hangers, the main girder, and the deck. The detailed submodel is embedded directly in the global model, so the stresses result from the global load combinations without any manual transfer of internal forces. Model © Witteveen+Bos | Screenshot © Dlubal Software
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Specifications
| Number of Nodes | 91189 |
| Number of Lines | 68997 |
| Number of Members | 52910 |
| Number of Surfaces | 3690 |
| Number of Solids | 0 |
| Number of Load Cases | 393 |
| Number of Load Combinations | 50 |
| Number of Result Combinations | 102 |
| Total Weight | 2757.414 tons |
| Dimensions (Metric) | 181.240 x 20.656 x 19.540 m |
| Dimensions (Imperial) | 594.62 x 67.77 x 64.11 feet |