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Page:2 <br /> Multi-Loaded Beam'.AISC 9th Ed ASD 1 Ver: 5.05 <br /> By:Jeff Johnson, DFP PLANNING&DESIGN on: 12-23-2002: 09:25:34 AM <br /> Project: 202392-Location: GAR DR F1-6= 16.51 KSI <br /> Allowable fb per ASD Eqn F1-6: <br /> Allowable fb per ASD Eqn F1-7: F1-7= 19.24 KSI <br /> Allowable fb per ASD Eqn F1-8: F1-8= 20.31 KSI <br /> Elastic Limit of ASD Eqn F1-6: ELI-6= 21.52 FT <br /> Allowable Bending Stress: Fb= 20.31 KSI <br /> Web Height to Thickness Ratio: hltw= 36.98 <br /> Limiting Web Height to Thickness Ratio for Fv=.4*Fy: hltw Limit= 63.33 <br /> Allowable Shear Stress: Fv= 14.4 KSI <br /> Design Requirements Comparison: <br /> Controlling Moment M= 86868 FT-LB <br /> 7.99 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- 87842 FT-LB <br /> Controlling Shear: V= 21949 LB <br /> At 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= 50721 LB <br /> Moment of Inertia(Deflection): Ireq= 183.36 IN4 <br /> 1= 310.00 IN4 <br />