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2016-01-08

A cantilever from a rectangular cross-section is lying on the elastic Pasternak foundation and loaded by the distributed loading. Calculation of the maximal deflection and the maximal bending moment.


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Verification Example 000003 | 3

Number of Nodes 4
Number of Lines 4
Number of Surfaces 1
Number of Load Cases 1
Total Weight 0.010 tons
Dimensions 13.12 x 0.02 x 0 feet
Program Version 5.05.14

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