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.
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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The results of solid stresses can be displayed as colored 3D points in the finite elements.
Use the "Independent mesh preferred" option in the FE mesh settings to create an independent FE mesh for the integrated objects. This allows you to generate a significantly more detailed and precise FE mesh for individual objects that are integrated into one another.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
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Is it possible to add this new load case to combinations that are generated automatically?