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Multi-Loaded Beal AIS 9th Ed MD 1 Ver.6.00.81 <br /> 8y:.,Mow flung Center on:10.08-2006:3:17:58 PM <br /> Project:STRONG ARM-Location: A-2-� 7,0 FT <br /> Load Start:nd: B-2-2= 16.0 FT <br /> Load End: • <br /> Load Length: <br /> Properties for:W12x28/AB92.50 <br /> Yield Stress: v= Z90 0 KSI <br /> Modulus of Elasticity: <br /> Depth: d= 12.22 N <br /> 0.23 N <br /> Web Thickness: w6 3 N <br /> Flange Width: <br /> Flange Thickness: kms- 0.38 N <br /> 0.38 N <br /> Distance to Web Toe of Fillet 8 N4 <br /> ix= 200.0 <br /> Moment of inertia About X X Axis: Sx= 33.400N3 <br /> Section Modulus About X-X Axis: 1.72 N <br /> Radius of Gyration of Compression Flange+113 of Web: <br /> Design Properties per AISC Steel Construction Mand: FBR� 8.54 <br /> Flange Buckling Ratio: P►FBR. 9.195 <br /> Allowable Flange Budding Ratio: FBR= 53.13 <br /> Web Buckling Ratio: AWBR= 53.13 <br /> Allowable Web Bucking Ratio: LIP 18.0 FT <br /> 51 <br /> Controlling Unbtaced Length: L� 16.0 FT <br /> Limiting Unbraced Length for Fb=.66`Fv: Lug 1 FT <br /> Limiting Unbraced Length for Fb=.6'Fv w/Cb: Lu 8.73 <br /> Moment Gradient Bending Coefficient: FC8= 12.971KSI <br /> Allowable fb per MD Erin F1-8: F18= 13.64 KSI <br /> Allowable fb per ASO Egn F1.7: F1.7= 13.61 <br /> Allowable lb per ASD Eqn F1-8: EF1-8= 61 KSIT <br /> Elastic Limit of ASD Eqn F1-8: Flo= 14.4813KSI <br /> Allowable Bending Stress: Flo= 13 <br /> Web Height to Thickness Ratio: <br /> Li/Tilting Web Height to Thickness Ratio for Fv=.4•Fy: .774 <br /> Fv= 49 20.0KSI <br /> Allowable Shear Stress: <br /> Design Requirements Comparison: FT-L8 <br /> Controlling Moment: <br /> Over left support of span 2(Center Span) <br /> Critical moment created by combining an deed loads and live loads on span(s)1,2 <br /> Nominal Moment Strength: Mr= 37972 FT-1B <br /> Controlling Shear. V= 18878 LB <br /> At right support of span 1(Left Span) • <br /> Critical shear created by combining aN dead bats and live bads on span(s)1.2 21 <br /> Nominal Shear Strength: Iraq= 7 Vra 68212 LB <br /> Moment2 LB <br /> of Inertia(Deflection): 1N4 <br /> l- 204.00 IN4 <br /> 9 'd ZZVti'°N Wdtc: LOU? 'Ol'Qaj <br /> 9 'd llgti'oN Wd'S: l LOO? 'Hied <br />