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 | 3
Number of Nodes | 4 |
Number of Lines | 4 |
Number of Surfaces | 1 |
Number of Load Cases | 1 |
Total Weight | 0.010 tons |
Dimensions (Metric) | 4.000 x 0.005 x 0.000 m |
Dimensions (Imperial) | 13.12 x 0.02 x 0 feet |
Program Version | 5.05.14 |
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