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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.
Model Used in
Verification Example 000003 | 2
| Number of Nodes | 2 |
| Number of Members | 1 |
| Number of Load Cases | 1 |
| Dimensions (Metric) | 4.250 x 0.500 x 0.500 m |
| Dimensions (Imperial) | 13.94 x 1.64 x 1.64 feet |
| Program Version | 8.05.00 |
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