Hello:
can you help me?
Who know if I can run with load "dynamic appr nr" or "dynamic pure nr", a example of problem type safir structural 3d with solid element?
I can run the example with load "static pure nr". Also, I with load "static appr nr".
Thanks.
Question GID SAFIR
Moderator: GiD Team
Re: Question GID SAFIR
Sorry, this question must be asked to SAFIR developers, we doesn't know the features of this code