Question GID SAFIR

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.

Sorry, this question must be asked to SAFIR developers, we doesn’t know the features of this code