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A pinned beam with a rectangular cross‑section is subjected to distributed loading and shifted vertically by eccentricity. Considering small deformation theory, neglecting self‑weight, and assuming that the beam is made of isotropic elastic material, determine the maximum deflection
Model Used in
Verification Example 000090 | 2
| Number of Nodes | 2 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Load Cases | 1 |
| Dimensions (Metric) | 10.099 x 0.099 x 0.150 m |
| Dimensions (Imperial) | 33.13 x 0.32 x 0.49 feet |
| Program Version | 5.09.01 |
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