Hello,
I have problem with run the analysis with BC fixed acceleration, exactly rotational acceleration. The Marc talks to me ;) that he warrning me that this condition hasn't DOF prescribed and he solves the problem without this BC. What I should to do to solve this problem??
Thanks for...
Hello,
I have problem with getting a result from static 3D analysis of simple test model of 3D bar meshed with 8hexahedral model, with taken DOF from one side and with moment with second side. After analysis I get 'O' result of displacement and stress miningless if the momment is the bending...