Dear All,
I used buckle analysis to find the failure modes of a portal frame and then used the imperfection function to find the post buckle mechanism.
However I'm am getting the following error message in the msg file
***NOTE: THE SOLUTION APPEARS TO BE DIVERGING. CONVERGENCE IS JUDGED...
I do apologise in advance if this is a stupid question.
I have designed a portal frame then used the analysis Buckle and the eigensolver Lanczos.
This has worked fine and i now have over a hundred eigenvalue results.
I've looked at the manual and this states that the critical load = the...