Dear Sye,
Thanks again for the input!
If member forces derived from buckling analysis and using basic solver are factored (meaning the member forces are multiplied by a certain buckling factors where the buckling factor is the ratio of Critical Load/load
on a member) then I shouldn’t use these forces in member design.
Lastly, how will I capture the combined effects of P-Delta forces and buckling force
Regards,
Kenneth Loresca