How do I go about designing an angle as a beam (a short one of course)? My angle is loaded on the inside face of one of the legs (not an upside down L where stiffeners could be added) so it is not stiffened, and it is not braced the full length. I've looked through the LRFD (2nd Ed) and it has equations and tables for Channel sections and I-beams, but not angles. Can anyone point me in the right direction? Do the same equations apply?
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