2026-09-11
064748
Deformation of Slab Above 2nd Floor in RFEM
Color display of the uz displacements under traffic load case Q2 during the structural analysis of a school ceiling in RFEM
The image shows the results of the deflection analysis (uz [mm]) of a wood floor in RFEM under load case LF4—traffic loads Q2. The color representation of the local deflections indicates maximum displacements of 1.1 mm in the floor panels, while the navigator structure lists layers of Derrix LL-280, Derrix C24, and Derrix X-200. In the control panel, the percentage values of the deflection classes are assigned to the color-coded areas. Below the window, the masses and centers of mass and rigidity for each story are listed in tables, with a cumulative mass of 110.345 t shown below that. The analysis is part of the global model “GS Otzennath” for the elementary school. © Baues + Partner
3D Model
No Download Possible
Customer Project / View Only
More About 3D Model
Specifications
| Number of Nodes | 613 |
| Number of Lines | 881 |
| Number of Members | 99 |
| Number of Surfaces | 181 |
| Number of Solids | 0 |
| Number of Load Cases | 21 |
| Number of Load Combinations | 1328 |
| Number of Result Combinations | 0 |
| Total Weight | 767.924 t |
| Dimensions (Metric) | 10.030 x 11.870 x 33.930 m |
| Dimensions (Imperial) | 32.91 x 38.94 x 111.32 feet |