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accordance with Section allowable compressive stress allowable shear approximation attachments axial load axis from top bending stress centroidal axis channel Chart 3A compression flange compression members computed concentrated load corner dead load Design Specification Distance of axis effective design width effective width equivalent column EXAMPLE exceed Flat Plate flat-width ratio flexural members formula full section George Winter grades of steel inches inertia intermediate stiffener L/ry lateral bracing lb per lin light gage steel linear method live load maximum allowable minimum yield point minor variations modulus of elastic neutral axis Properties of Full provisions of Section psi fb radius of gyration Resistance Welding Section 5.1 section modulus shear center shear stress spacing Specified minimum yield Stiffened Compression Elements stiffened elements STIFFENED FLANGES structural members stud Table tension thickness tion top fiber top flange unbraced length uniform spacing unstiffened wall material webs welds X-X axis