This model is based on Graduation Thesis 000507 and deals with the structural analysis and design of a cable-stayed pedestrian bridge. The analysis includes the analysis of essential parameters such as bending moment, support displacement, and cable prestress. The model integrates technical concepts from bridge and steel structures based on RFEM 6. The detailed analysis of the bridge beams allows for further evaluations in demanding bridge construction.
Cable-Stayed Pedestrian Bridge
| Number of Nodes | 57 |
| Number of Lines | 61 |
| Number of Members | 61 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 13 |
| Number of Load Combinations | 13 |
| Number of Result Combinations | 2 |
| Total Weight | 23,970 t |
| Dimensions (Metric) | 100,000 x 24,000 x 0,000 m |
| Dimensions (Imperial) | 328.08 x 78.74 x 0 feet |
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