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9th edition
AISC
AISC ASD
Cb
lateral torsional buckling
Old Version
Parameter
STAAD
AISC 9th Manual, Adjustment to the compression capacity due to local slenderness of compressed element
Ulvi Rahmanli
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.
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Design parameter Cb in ASD 9th edition
Unseo 운서
Hello, I have a question regarding Cb factor. The question is that "If I design a structure by AISC ASD 9th edition and use defalut cb 1, is it overdesign?" In case of latest AISC latest code, Cb is calculated as following, Cb = 12.5 max …
over 5 years ago
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