An elliptic plate with clamped boundary is subjected to a uniformly distributed transversal load. Assuming small deformation theory and neglecting self‑weight, the maximum out‑of‑plane deflection of the plate is determined.
Verification Example 000071 | 1
Number of Nodes | 3 |
Number of Lines | 1 |
Number of Surfaces | 1 |
Number of Load Cases | 1 |
Dimensions (Metric) | 4.000 x 1.999 x 0.000 m |
Dimensions (Imperial) | 13.12 x 6.56 x 0 feet |
Program Version | 5.06.30 |
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