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ClarkWestern Building Systems <br /> CW Tech Support: (888)437-3244 <br /> clarkwestern.com <br /> 2007 North American Specification ASD <br /> DATE: 8/5/2022 <br /> SECTION DESIGNATION: 600S137-54[50] (2) Boxed REAPER <br /> Input Properties: <br /> Web Height= 6.000 in Design Thickness= 0.0566 in <br /> Top Flange= 1.375 in Inside Corner Radius= 0.0849 in <br /> Bottom Flange= 1.375 in Yield Point, Fy= 50.0 ksi <br /> Stiffening Lip= 0.375 in Fy With Cold-Work, Fya= 50.0 ksi <br /> Punchout Width = 1.500 in Punchout Length = 4.000 in <br /> HeaderlBeam Solver Design Data-Simple Span <br /> Header/Beam Span 5.00 ft Deflection Limit L/360 <br /> Dead Load= 182.0 lb/ft DL Multiplied by 1.00 for Strength Checks <br /> Live Load=208.0 lb/ft LL Multiplied by 1.00 for Strength Checks <br /> Check Flexure <br /> Input Flexural Bracing: None <br /> Cb= 1.14 <br /> lyy(Box)= 1.384 inA4 <br /> J (Box) = 3.359in"4 <br /> Lu=602.9 in <br /> Mmax= 1219 Ft-Lb <= Ma= 3877 Ft-Lb <br /> Check Deflection <br /> Deflection Limit: L1360 <br /> Maximum Deflection =0.037 in Deflection Ratio= L11625 <br /> Check Shear <br /> Vmax=975 lb(Including Flexural Load Multiplier) <br /> Shear capacity not reduced for punchouts near ends of member <br /> Va= 5646 lb>=Vmax <br /> Check Web Crippling <br /> Rmax=975 lb(Including Flexural Load Multiplier) <br /> Web Crippling capacity not reduced for punchouts near ends of member <br /> End Bearing Length = 1.00 in <br /> Ra= 1198 lb>=Rmax, stiffeners not required <br />