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A simply supported rectangular plate is subjected to different load types. Assuming only small deformation theory and neglecting self-weight, determine the deflection at its centroid for each load type.
Model Used in
Verification Example 000073 | 4
| Number of Nodes | 12 |
| Number of Lines | 14 |
| Number of Surfaces | 3 |
| Number of Load Cases | 1 |
| Dimensions (Metric) | 2.000 x 1.000 x 0.000 m |
| Dimensions (Imperial) | 6.56 x 3.28 x 0 feet |
| Program Version | 5.07.01 |
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