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Determine the bending moment which acting at the free end of the cantilever will bend the member to a circle shape. Neglecting a beam's self weight, assuming large deformation theory and loading the cantilever with the moment, determine its maximum deflections.
Verification Example 000043 | 1
| Number of Nodes | 2 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Load Cases | 1 |
| Total Weight | 0.015 tons |
| Dimensions (Metric) | 4.250 x 0.500 x 0.500 m |
| Dimensions (Imperial) | 13.94 x 1.64 x 1.64 feet |
| Program Version | 5.05.00 |
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