535x
10x
000154
2016-08-12

A simply supported equilateral triangular plate is subjected to uniformly distributed transversal load. Assuming small deformation theory and neglecting self‑weight, the maximum out‑of‑plane deflection of the plate is determined.


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Verification Example 000072 | 1

Number of Nodes 3
Number of Lines 3
Number of Surfaces 1
Number of Load Cases 1
Dimensions 5.68 x 6.56 x 0 feet
Program Version 5.06.30

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