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` Page: 2 <br /> Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 6.00.5 <br /> By: dfp planning design , dfp planning design on: 01-21-2004 : 3:36:36 PM <br /> Project: 203608-Location: DINETTE <br /> Allowable Bending Stress: Fb= 15.36 KSI <br /> Web Height to Thickness Ratio: h/tw= 36.35 <br /> Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 <br /> Allowable Shear Stress: Fv= 20.0 KSI <br /> Design Requirements Comparison: <br /> Controlling Moment: M= 35379 FT-LB <br /> 9.92 Ft from left support of span 2(Center Span) <br /> Critical moment created by combining all dead loads and live loads on span(s)2 <br /> Nominal Moment Strength: Mr= 35713 FT-LB <br /> Controlling Shear: V= 19545 LB <br /> 16.0 Ft from left support of span 3(Right Span) <br /> Critical shear created by combining all dead loads and live loads on span(s)2 <br /> Nominal Shear Strength: Vr— 53716 LB <br /> Moment of Inertia(Deflection): Ireq= 72.86 IN4 <br /> I= '144.00 IN4 <br />