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2024-05-30
042454
Apartment House BSH20A "Stories" in Amsterdam, Netherlands | © MWA Hart Nibbrig, Amsterdam
2024-05-30
042456
Residential and Commercial Units incl. Parking Garage | © MWA Hart Nibbrig, Amsterdam
2024-05-30
042457
Interior | © MWA Hart Nibbrig, Amsterdam
2024-05-30
042480
RFEM Model of Cross-Laminated Timber Plate in "Stories" Apartment Building BSH20A, Amsterdam | © PIRMIN JUNG
3D Model
Specifications
| Number of Nodes | 355 |
| Number of Lines | 441 |
| Number of Members | 26 |
| Number of Surfaces | 11 |
| Number of Solids | 0 |
| Number of Load Cases | 5 |
| Number of Load Combinations | 3 |
| Number of Result Combinations | 0 |
| Total Weight | 21.775 tons |
| Dimensions (Metric) | 28,800 x 0,000 x 12,000 m |
| Dimensions (Imperial) | 94.49 x 0 x 39.37 feet |
2024-05-30
042479
Deformation Analysis of Cross-Laminated Timber Panels in RFEM | © PIRMIN JUNG
Display of the deformations of a cross-laminated timber slab in the structural analysis. The stress points are visualized in detail.
The image shows the deformations of a cross-laminated timber slab analyzed using RFEM. The deformations are visually displayed in different colors to clearly identify the stress points. The use of cross-laminated timber allows for load-bearing capacity and dimensional stability with a lightweight structure. Cross laminated timber is suitable for multi-story timber structures due to its stability and flexibility.
3D Model
Specifications
| Number of Nodes | 355 |
| Number of Lines | 441 |
| Number of Members | 26 |
| Number of Surfaces | 11 |
| Number of Solids | 0 |
| Number of Load Cases | 5 |
| Number of Load Combinations | 3 |
| Number of Result Combinations | 0 |
| Total Weight | 21.775 tons |
| Dimensions (Metric) | 28,800 x 0,000 x 12,000 m |
| Dimensions (Imperial) | 94.49 x 0 x 39.37 feet |