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3D Signpost - Panel

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3D Signpost - Panel
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ANSYS Google Analytics

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ANSYS Google Analytics

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Geometry

Note

For users of ANSYS 15.0, please check this link for procedures for turning on the Auto Constraint feature before creating sketches in DesignModeler.

For this problem, we are going to import the geometry into ANSYS, which was designed using the ANSYS Design Modeler.

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The video below shows the steps necessary to upload the provided geometry into the ANSYS project.

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HTML
<iframe width

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="600" height="338" src="//www.youtube.com/

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embed/07WFVxc2yR0?rel=0" frameborder="0" allowfullscreen></iframe>

A post diameter of 1.12 ft will be used throughout the rest of this tutorial.  1.75 ft was a random value chosen to demonstrate how to change the post diameter within the Design Modeler.

The reason for applying "massless steel" to the sign is a result of the problem specification.  The uniformly distributed load WZ1 represents the weight of the sign body. 

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Note: To prevent a "pivot warning" message from appearing in the numerical solution, change the thickness of the WX2_ApplicationSurface to 1e-3.  Thus, disregard 1e-30 and replace with 1e-3.

Go Continue to Step 3 - : Mesh

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