This model shows in a practical way how the targeted use of elastic nodal supports and spring solutions can help to avoid stress concentrations at nodal and line supports. The analysis focuses on typical singularities that arise in concrete slabs due to FE methods and illustrates how to handle point and nodal loads. The display highlights critical support areas and load distributions, with precise integration of essential parameters such as singularity. The visualization also explains how elastic support concepts in conjunction with defined line supports help to ensure reliable results.
Concrete Slab with Elastic Supports
| Number of Nodes | 12 |
| Number of Lines | 10 |
| Number of Surfaces | 1 |
| Number of Load Cases | 5 |
| Number of Load Combinations | 16 |
| Number of Result Combinations | 1 |
| Dimensions (Metric) | 16.000 x 13.000 x 0.526 m |
| Dimensions (Imperial) | 52.49 x 42.65 x 1.73 feet |
| Program Version | 5.25.01 |
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