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The bridge connects the cities of Solingen and Remscheid. Approximately 120 years of rail traffic and climatic conditions have led to various damage to the structure. Furthermore, the modified requirements of the currently valid standards resulted in deficits in the component designs. Therefore, rehabilitation of the structure for further use of at least 30 years was necessary.
The structural recalculation of the bridge was carried out by IWS Ingenieure. The check of the bridge analysis was carried out by PSP - Professor Sedlacek and Partner using RSTAB.
Check of Structural Analysis:
PSP - Professor Sedlacek und Partner, Dortmund, Germany
www.psp-ingenieure.de
The structural recalculation of the bridge was carried out by IWS Ingenieure. The check of the bridge analysis was carried out by PSP - Professor Sedlacek and Partner using RSTAB.
Check of Structural Analysis:
PSP - Professor Sedlacek und Partner, Dortmund, Germany
www.psp-ingenieure.de
Steel Bridge
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| Number of Nodes | 3657 |
| Number of Members | 5485 |
| Number of Load Cases | 1459 |
| Dimensions (Metric) | 466.500 x 25.997 x 80.521 m |
| Dimensions (Imperial) | 1530.51 x 85.29 x 264.18 feet |
| Program Version | 8.10.01 |