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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: 600S162-33 [33] Single T0151' <br /> Input Properties: <br /> Web Height= 6.000 in Design Thickness= 0.0346 in <br /> Top Flange= 1.625 in Inside Corner Radius= 0.0765 in <br /> Bottom Flange= 1.625 in Yield Point, Fy= 33.0 ksi <br /> Stiffening Lip= 0.500 in Fy With Cold-Work, Fya= 33.0 ksi <br /> Punchout Width = 1.500 in Punchout Length = 4.000 in <br /> Ceiling Solver Design Data-Simple Span <br /> Joist Span 10.00 ft Deflection Limit L/180 <br /> Joist Spacing 24.0 in <br /> Dead Load=7.0 psf DL Multiplied by 1.00 for Strength Checks <br /> Live Load= 8.0 psf LL Multiplied by 1.00 for Strength Checks <br /> Check Flexure <br /> Flexural Bracing: KyLy=60.0 in <br /> Cb= 1.00 <br /> Me= 2156 Ft-Lb My= 1643 Ft-Lb 0.56 My<Me < 2.78 My <br /> Mc= 1439 Ft-Lb Sc/Sf= 0.99 <br /> Mmax=375 Ft-Lb<= Ma=789 Ft-Lb (Distortional Buckling Controls) <br /> K-phi for Distortional Buckling= 0 lb*in/in <br /> Check Deflection <br /> Deflection Limit: L/180 <br /> Maximum Deflection= 0.128 in Deflection Ratio= L/940 <br /> Check Shear <br /> Vmax= 150 lb (Including Flexural Load Multiplier) <br /> Shear capacity not reduced for punchouts near ends of member <br /> Va=638 lb >=Vmax <br /> Check Web Crippling <br /> Rmax= 150 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= 153 lb>= Rmax,stiffeners not required <br />