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PROPERTIES OF STAINLESS STEEL
STRUCTURAL ELEMENT BEHAVIOR
STRUCTURAL MEMBER RESPONSE
2 other sections not shown
affinity factor allowable stress anisotropy annealed and skin austenitic stainless steel beam calc calculated critical stress carbon steel cold forming cold reduction compression flange compression members corner material critical buckling stress critical strain cross section design procedures determined distortions effects of cold elastic parameter elastic section modulus equation experimental effective widths F-lb factor of safety failure loads flexural members flexural strength harder grades inelastic range initial modulus less steel light gage longitudinal compression measured mechanical properties modulus of elasticity neutral axis normal stress plastic section method plasticity reduction factor Plates Poisson's ratio postbuckling behavior postbuckling strength safety factor secant modulus section modulus method shear modulus shear stress strain shown in Fig skin passed Type strain reversal method stress strain curves structural members Table tangent modulus tensile tension and compression transverse Type 304 annealed Type 304 stainless ultimate strength unstiffened elements values width-thickness ratios yield strength yield stress