2026-08-28
064560
Wind Load Analysis of Wooden Bull
Calculation of displacements under wind loads for a complex timber frame & truss structure. The display shows the global deformation uv in millimeters using a color scale.
The structural analysis shows the displacements uv in [mm] of the model under load case LC12 (wy wind y direction). The isometric view visualizes the global deformation using a color scale, with red representing maximum deflections of 121.4 mm and blue representing minimum values of 13.1 mm. The model consists of a spatial frame & truss structure with two main columns and an inclined roof truss. The summary shows a total support force in the X direction of 20.53 kN and a total load in the Y direction of 571.01 kN. © Christian Arnold, SJB Kempter Fitze AG
3D Model
No Download Possible
Customer Project / View Only
More About 3D Model
Specifications
| Number of Nodes | 1991 |
| Number of Lines | 3012 |
| Number of Members | 3009 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 9 |
| Number of Load Combinations | 182 |
| Number of Result Combinations | 9 |
| Total Weight | 87.495 t |
| Dimensions (Metric) | 35.860 x 19.542 x 11.000 m |
| Dimensions (Imperial) | 117.65 x 64.11 x 36.09 feet |