Download the model of a building on a soil model here, and open it with the finite element software RFEM. This model is used in the free webinar "Geotechnical Analysis in RFEM 6" on April 7, 2022 (in English; on April 5, 2022 in German).
- Automatic Creation of Load Combinations in RFEM 6 and RSTAB 9
- Creating Soil Body from Soil Samples in RFEM 6
- Geotechnical Analysis in RFEM 6
- Results of Geotechnical Analysis in RFEM 6
- Geotechnical Analysis | Soil Samples
- Geotechnical Analysis | Soil Massifs
- Geotechnical Analysis | Result - Stresses
- Geotechnical Analysis | Printout Report
- Automatic Creation of Load Combinations in RFEM 6 and RSTAB 9
Building on Soil Model
Number of Nodes | 114 |
Number of Lines | 148 |
Number of Members | 28 |
Number of Surfaces | 43 |
Number of Solids | 4 |
Number of Load Cases | 5 |
Number of Load Combinations | 2 |
Number of Result Combinations | 1 |
Total Weight | 108918.300 tons |
Dimensions | 160.76 x 100.07 x 160.76 feet |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
Are you ready for the evaluation? Use the calculation diagrams, which show the distribution of a specific result during the calculation.
You can freely define the layout of the vertical and horizontal axes of the calculation diagram. This allows you, for example, to consider the settlement distribution of a certain node, depending on the load.
Your data are always documented in a multilingual printout report. You can adjust the content at any time and save it as a template. You can also add graphics, texts, MathML formulas, and PDF documents to your report with just a few clicks.
Do you want to model and analyze the behavior of a soil solid? To ensure this, special suitable material models have been implemented in RFEM.
You can use the modified Mohr-Coulomb model with a linear-elastic ideal-plastic model or a nonlinear elastic model with an oedometric stress-strain relation. The limit criterion, which describes the transition from the elastic area to that of the plastic flow, is defined according to Mohr-Coulomb.
Use the "Independent mesh preferred" option in the FE mesh settings to create an independent FE mesh for the integrated objects. This allows you to generate a significantly more detailed and precise FE mesh for individual objects that are integrated into one another.