Does Staad check local slenderness and adjust compression capacity of sections as per AISC 9th Edition Appendix B5 in case of slender flange/web?
If yes, please descibe the procedure.
Does Staad check local slenderness and adjust compression capacity of sections as per AISC 9th Edition Appendix B5 in case of slender flange/web?
If yes, please descibe the procedure.