Question
Creo Simulate-Frictionless support vs Symmetry
Hello guys,
for Structural analyses, Creo (as most other FEA programs) offers a "Symmetric" constraint to facilitate computation of, well, symmetrical problems. What I don't get: How is this constraint different from just fixing (translational) movement orthogonal to the symmetry plane? If there were no difference at all, there would be no need for a separate "symmetric" constraint. Can someone help me out?
Thanx a lot.

