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A cantilever is loaded by the moment at its free end. Using the geometrically linear analysis and the large deformation analysis and neglecting the beam's self-weight, determine the maximum deflections at the free end.
Model Used in
Verification Example 000052 | 4
| Number of Nodes | 2 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 1 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 0 |
| Total Weight | 0.015 tons |
| Dimensions (Metric) | 4.000 x 0.000 x 0.000 m |
| Dimensions (Imperial) | 13.12 x 0 x 0 feet |
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