Thank you for your answer FEA way
I want to obtain a field of parameter trying to characterize nodals or elements stiffness in a simple approach. By simple approach I mean not trying to obtain the stiffness matrix. Now I come out a way of parameter=SF/U, SF and U are supposed to be in same...
Hi all
For beam elements, I heard that results directions (such as U1\U2\U3) are given in the assigned beam section orientation (please confirm me this). This coordinate system would once display while I assign the beam section orientation to any set in property window. Now I want to show...