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2017-12-04

A shell roof structure under pressure load is modelled, where the straight edges are free, while at the curved edges the y- and z‑translations are constrained. Neglecting self‑weight, compute the maximal (absolute) vertical deflection, and compare the results with COMSOL Multiphysics 4.3.


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Verification Example 000083 | 1

Number of Nodes 6
Number of Lines 4
Number of Surfaces 1
Number of Load Cases 1
Total Weight 0.109 tons
Dimensions 102.24 x 72.94 x 39.41 feet
Program Version 5.12.00

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