The model describes a staircase tower with the effect of warping torsion specifically analyzed at the stair stringers. The structure focuses on the interaction between warping torsion and component deformations and serves as a technical reference example. The importance of these effects for the stability analysis of staircase towers is emphasized several times. The detailed presentation supports engineers in the practical implementation of such concepts.
Model Used in
Staircase Tower with Warping Torsion
| Number of Nodes | 67 |
| Number of Members | 95 |
| Number of Load Cases | 14 |
| Number of Load Combinations | 24 |
| Number of Result Combinations | 1 |
| Total Weight | 2,702 t |
| Dimensions (Metric) | 5.310 x 3.300 x 4.751 m |
| Dimensions (Imperial) | 17.42 x 10.83 x 15.59 feet |
| Program Version | 8.25.01 |
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