Thanks for your reply.
I have gone through the link, i am looking for a structural example.
Micheal Johnson S
We do this all the time. You just need to get the load cases identified for the area where the structure will be used, the easiest would be to get the load cases from a P.E. in the area, and apply those in the appropriate directions. We commonly see 13 load cases and apply a combination of orthogonal G forces with the appropriate multiplier and remote loads the same way.
From there it is all linear since the structure is not supposed to fail anyway.