2025-06-30
057585
Deformation Analysis of Timber Bell Tower in RFEM 6
Deformation analysis of a timber bell tower in RFEM 6.
The deformation analysis of the bell tower is performed in RFEM6. The engineering office Wirth Haker shows the deformation of the timber tower using the software. The analysis allows for the evaluation of the stability and safety of the structure. This simulation is important for the structural understanding of complex building forms. Photo by © Ingenieurbüro Wirth Haker.
Used in
3D Model
Specifications
| Number of Nodes | 339 |
| Number of Lines | 396 |
| Number of Members | 60 |
| Number of Surfaces | 43 |
| Number of Solids | 0 |
| Number of Load Cases | 4 |
| Number of Load Combinations | 9 |
| Number of Result Combinations | 2 |
| Total Weight | 138.376 t |
| Dimensions (Metric) | 7.067 x 35.931 x 8.160 m |
| Dimensions (Imperial) | 23.19 x 117.88 x 26.77 feet |