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CClarkWestern Building Systems <br />1 � 1141 11 CW Tech Support: (888) 437-3244 <br />clarkwestern.com <br />2007 North American Specification X <br />DATE: 1/29/2016 <br />SECTION DESIGNATION: 3625162-54 [50] Single <br />Input Properties: <br />Web Height = 3.625 in <br />Top Flange = 1.625 in <br />Bottom Flange = 1.625 in <br />Stiffening Lip = 0.500 in <br />Punchout Width = 1.500 in <br />Wall Solver Design Data - Simple Span <br />Wall Height 28.00 ft <br />Lateral Pressure 5.00 psf <br />Stud Spacing 8.0 in <br />Design Thickness = <br />Inside Corner Radius = <br />Yield Point, Fy = <br />Fy With Cold -Work, Fya = <br />Punchout Length = <br />Deflection Limit L/120 <br />Axial Load 367 lb <br />Check Flexure <br />Load Multiplier for Flexural Strength = 1.00 <br />Flexural Bracing: KyLy = 48.0 in Cb = 1.00 <br />Me = 2915 Ft -Lb My = 2006 Ft -Lb <br />Mc = 1803 Ft -Lb Sc/Sf = 0.95 <br />Mmax = 327 Ft -Lb <= Ma = 1021 Ft -Lb <br />Check Deflection <br />Deflection Limit: L/120 <br />Load Multiplier for Deflection = 1.00 <br />Maximum Deflection = 1.791 in Deflection Ratio = L/188 <br />Check Shear <br />Vmax = 47 lb (Including Flexural Load Multiplier) <br />Shear capacity not reduced for punchouts near ends of member <br />Va = 3372 lb >= Vmax <br />Check Web Crippling <br />Rmax = 47 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 = 634 lb >= Rmax, stiffeners not required <br />0.0566 in <br />0.0849 in <br />50.0 ksi <br />50.0 ksi <br />4.000 in <br />0.56 My < Me < 2.78 My <br />