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5-- <br /> • <br /> ClarkWestern Building Systems <br /> CW Tech Support: (888)437-3244 <br /> clarkwestern.com <br /> 2007 North American Specification ASD <br /> DATE: 8/4/2022 <br /> SECTION DESIGNATION: 1200S162-54[50]Single MOIST <br /> Input Properties: <br /> Web Height= • 12.000 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 30.00 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= 7891 Ft-Lb My= 10924 Ft-Lb 0.56 My< Me<2.78 My <br /> Mc= 7470 Ft-Lb Sc/Sf=0.80 <br /> Mmax= 3375 Ft-Lb<= Ma=3579 Ft-Lb <br /> Check Deflection <br /> Deflection Limit: L/180 <br /> Maximum Deflection= 1.271 in Deflection Ratio= L/283 <br /> Check Shear <br /> Vmax= 450 lb(Including Flexural Load Multiplier) <br /> Shear capacity not reduced for punchouts near ends of member <br /> Va= 1377 lb>=Vmax <br /> Check Web Crippling <br /> Rmax=450 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 /> Web depth-to-thickness ratio= 1 >200,STIFFENERS REQUIRED ] USc CLIP 4 J LE <br />