2026-09-15
064861
Deformations of the Tower and Footbridge Under Wind Loading
Global deformations of a concrete stair tower and steel truss footbridge under a wind load case in RFEM
Global deformations of the complete structure under a wind load case, with the precast concrete walls modeled as surfaces and the footbridge as a member truss. The maximum displacement of 13.2 mm (0.52 in) occurs at the top of the tower. Model: © StruDesign OÜ | Screenshot: © Dlubal Software s.r.o.
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Specifications
| Number of Nodes | 645 |
| Number of Lines | 826 |
| Number of Members | 303 |
| Number of Surfaces | 84 |
| Number of Solids | 0 |
| Number of Load Cases | 15 |
| Number of Load Combinations | 84 |
| Number of Result Combinations | 0 |
| Total Weight | 786.546 tons |
| Dimensions (Metric) | 79.232 x 36.529 x 25.336 m |
| Dimensions (Imperial) | 259.95 x 119.85 x 83.12 feet |