Recent content by shankar127

Sir, you are rirht but how can we find modes in ANSYS without holding. As a rigid body we have 6-modes fequency almost null, is that right? where can we see these modes (rigid modes)?

Hi all, If we do free free modal analysis in ANSYS shall we need constrain the model or not? Where can I see the first 6 modes which have frequency equal to zero. I am confused can anybody please help? Regards Shankar