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Modal Analysis with Rigids

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I am trying to connect the beam modelled as 3D elements to the composite plate. Is there a faster way to do this? I tried using spot connectors and it did not work...


It turns out that the reason connectors are not working well is because I am running a modal analysis. Can anyone explain why rigids cause problems in modal analysis?



Edited by Crashphys
Scope of problem changed.

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