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SIMULATION: ANSYS - 3D Signpost - PanelSIMULATION: ANSYS -
3D Signpost - Panel
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Exercises

Exercise 1:

Repeat the same analysis as in the tutorial using hollow tubes for the post with outer-to-inner diameter ratios of 1.1, 1.3, and 1.5. How do these designs compare with that for the solid post?

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Holding loadings constant and varying a single load at a time, what wind and weight loadings would be required to exceed the design criteria for loading the signpost?

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