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MATERIALS USED IN COLDFORMED STEEL CONSTRUCTION
STRENGTH OF THIN ELEMENTS AND DESIGN CRITERIA
DESIGN OF FLEXURAL MEMBERS
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AISI design AISI Specification allowable compression stress allowable stress applied axial load beam bending stress bracing buckling load centroid CM CM cold-formed steel sections cold-formed steel structural column buckling compression flange compression members compression stress computed concentrated load corrugated sheets cross section curve ddddd deflection design of cold-formed design provisions determined effective design width effective width equation equivalent column Example factor of safety flexural buckling formula gage hot-rolled hyperbolic paraboloid I-beams I-section inelastic inertia kips lateral buckling light-gage steel maximum modulus of elasticity neutral axis plane proportional limit radius of gyration safety factor section modulus sectional properties shear center shear diaphragms shear strength shear stress shown in Fig singly symmetric steel deck steel sheets steel structural members stiffened compression elements stress-strain curve studs tensile tension tests thickness torsional torsional-flexural buckling tubes unstiffened elements w/t ratio yield point yield strength