2025-06-20
057423
Structure on Soil Massif with 2D Constrained Modulus Method
Building analyzed according to 2-D constrained modulus method on soil massif. Construction method and structural elements analyzed.
The image shows the analysis of a building on a soil massif using the 2D constrained modulus method. This method allows for the analysis of the interaction between the structure and the soil in order to evaluate the stability and load-bearing capacity of the foundation. Various load cases and their effects on the structure have been analyzed in order to optimize the design. The display focuses on the interface between structural elements and the subsoil.
3D Model
Specifications
| Number of Nodes | 109 |
| Number of Lines | 149 |
| Number of Members | 28 |
| Number of Surfaces | 48 |
| Number of Solids | 5 |
| Number of Load Cases | 3 |
| Number of Load Combinations | 5 |
| Number of Result Combinations | 0 |
| Total Weight | 128777.500 t |
| Dimensions (Metric) | 49.000 x 36.800 x 49.000 m |
| Dimensions (Imperial) | 160.76 x 120.73 x 160.76 feet |