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A cantilever from a rectangular cross-section is lying on the elastic Pasternak foundation and loaded by the distributed loading. Calculation of the maximal deflection and the maximal bending moment.
Verification Example 000003 | 1
| Number of Nodes | 2 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Load Cases | 1 |
| Total Weight | 0.031 tons |
| Dimensions (Metric) | 4.062 x 0.124 x 0.124 m |
| Dimensions (Imperial) | 13.33 x 0.41 x 0.41 feet |
| Program Version | 5.05.14 |
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