Page 146 - Using ANSYS for Finite Element Analysis A Tutorial for Engineers
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stAtIc AnAlysIs usIng AreA elements • 133
16. Deflection:
General Postproc > Plot Results > Nodal Solution...
Then select DOF solution, USUM in the window.
Alternatively, obtain these results as a list.
General Postproc > List Results > Nodal Solution...
Are these results what you expected? Note that all translational
degrees of freedom were constrained to zero at the left end of the plate.
17. Stresses:
General Postproc > Plot Results > Nodal Solution...
Then select Stress, von Mises in the window.
