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Behavior of Compression Flanges Review
Experimental Investigation of Stiffened Sections
Analysis of the Statically Determinate Beam
7 other sections not shown
according to Eq allowable stress design axial beam theory behavior buckling c,u y Chapter coldformed sections compression flange compressive strain failure computed criterion of Eq curvature curves defined deflections distribution effective width endspan failure condition gages geometric parameters graphs Hence hinge length hinge rotation hotrolled inelastic design inelastic load factor inelastic range inelastic reserves initial yielding interior support linear linear elastic load carrying capacity load points maximum moment-curvature relationship neutral axis normalized obtained one-hinge failure mode partial moment redistribution plastic deformations plastic design plastic hinge plastic rotation postcritical pression flange primary load ratios redistribution component rotation capacity secondary load section geometry section parameters section plastification specimens statically determinate stiffened strain failure criterion strain gage strainhardening stress-strain curve symmetric system parameters tension flange tion ultimate compressive strain ultimate load carrying values variables w/t-ratios yield plateau yield strain yield strength yield stress