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5--7 <br /> IliClarkWestern Building Systems <br /> N CW Tech Support: (888)437-3244 <br /> clarkwestern.com <br /> 2007 North American Specification ASD <br /> DATE: 8/512022 <br /> SECTION DESIGNATION: 800S162-54[50] Single 'biST <br /> Input Properties: <br /> Web Height= 8.000 in Design Thickness= 0.0566 in <br /> Top Flange= 1.625 in Inside Corner Radius= 0.0849 in <br /> Bottom Flange= 1.625 in Yield Point, Fy= 50.0 ksi <br /> Stiffening Lip= 0.500 in Fy With Cold-Work, Fya= 50.0 ksi <br /> Punchout Width= 1.500 in Punchout Length = 4.000 in <br /> Ceiling Solver Design Data-Simple Span <br /> Joist Span 19.00 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=4827 Ft-Lb My= 5975 Ft-Lb 0.56 My< Me< 2.78 My <br /> Mc=4356 Ft-Lb Sc/Sf=0.92 <br /> Mmax= 1354 Ft-Lb<=Ma =2399 Ft-Lb <br /> Check Deflection <br /> Deflection Limit: L/180 <br /> Maximum Deflection=0.529 in Deflection Ratio= L/431 <br /> Check Shear <br /> Vmax=285 lb (Including Flexural Load Multiplier) <br /> Shear capacity not reduced for punchouts near ends of member <br /> Va=2091 lb>=Vmax <br /> Check Web Crippling <br /> Rmax= 285 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= 575 lb>= Rmax,stiffeners not required <br />