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FRbM' :' D'.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:37PM P29 <br /> Page: 2 <br /> Multi-Loaded Beam(AISC 9th Ed ASO i Ver: 5.02 <br /> By: Jeff Johnson , DFP PLANNING&DESIGN on: 12-06-2000: 2:50:20 PM <br /> Project: 'r' -Location: 200375 GAR UR 33 <br /> . <br /> 6 <br /> mit= 3 <br /> Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-LiFit 3.$3 KSI <br /> Allowable Shear Stress: <br /> Design Requirements Comparison: Mr= 108108 FT-LB <br /> Nominal Moment Strength: <br /> Controlling Moment: M= 105538 FT-LB <br /> 12.48 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/r 62942 LB <br /> Nominal Shear Strength: V. 17599 LB <br /> Maximum Shear, <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 /> Moment of Inertia lreg= 311.4 IN4 <br /> t= 385.0 1N4 <br />