{"id":161587,"date":"2021-08-25T09:37:54","date_gmt":"2021-08-25T09:37:54","guid":{"rendered":"\/forum\/forums\/topic\/is-choice-of-supports-in-inertia-relief-important-to-consider\/"},"modified":"2021-09-02T12:54:44","modified_gmt":"2021-09-02T12:54:44","slug":"is-choice-of-supports-in-inertia-relief-important-to-consider","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/is-choice-of-supports-in-inertia-relief-important-to-consider\/","title":{"rendered":"Is choice of supports in Inertia Relief important to consider?"},"content":{"rendered":"<div class=\"Item-Body\">\n<div class=\"Message userContent\">\n<p>I am trying to conduct an inertia relief analysis in static structural. For an example model, I changed the locations for the supports and I observed a change in the values of rotational acceleration while the translational acceleration were the same. I think because of the type of loading I was applying, this maybe resulted in the same translational acceleration values for both the cases (i.e. before and after the change in the supports). Maybe for a different loading type for both of these cases, the translational accelerations might also be different.<\/p>\n<p>I want to ask that why would support location change the value of accelerations? How should I know about the best location to apply supports? How are supports used by ANSYS to calculate the resulting accelerations? Are accelerations gotten from the solver output file for the overall model?<\/p>\n","protected":false},"template":"","class_list":["post-161587","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"I am trying to conduct an inertia relief analysis in static structural. 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