Hi all,
I'm running a simple buckling analysis of a simply supported beam to determine the eigenvalues. I've used a I-profile on my beam, and the results are odd. Seems like there is no continuity in elements close to the load I have no problems if I do this with a rectangular profile or a box profile. Does anybody know what could be causing this?
Kind regards
Senad
I'm running a simple buckling analysis of a simply supported beam to determine the eigenvalues. I've used a I-profile on my beam, and the results are odd. Seems like there is no continuity in elements close to the load I have no problems if I do this with a rectangular profile or a box profile. Does anybody know what could be causing this?
Kind regards
Senad