cruciform column consisting from "I" shaped profiles
cruciform column consisting from "I" shaped profiles
(OP)
I have a problem with the design of cruciform column consisting from "I" shaped profiles. Should I consider the them as two parts and consider only the part which is in the bending direction or add the weak axis strength of the other part?? I don't know exactly which part of the code (LRFD)i should use..(F1 to F12)
and also i wonder the axial load design...if there any writings or source for an example calculation, i'd appreciate much..thanks for your help..
and also i wonder the axial load design...if there any writings or source for an example calculation, i'd appreciate much..thanks for your help..






RE: cruciform column consisting from "I" shaped profiles
Carl Bauer
www.bauerconsultbotswana.com
RE: cruciform column consisting from "I" shaped profiles
RE: cruciform column consisting from "I" shaped profiles
See Section E4 (b) (i) of AISC 13th Ed.
RE: cruciform column consisting from "I" shaped profiles
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