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ETABS _ General Section

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As far as I found out, Etabs does not chk flexural buckling or torsional buckling for a section put as "general section", I tried to model crossy I section and modeled it in General section, now I should chk these bucklings manually. just need to know in addition to these checks, is there any other chk to be done?


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Rahman SHAHSHENAS

Bogazici University