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PaAe: 2 <br /> ' Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 6.00.81 <br /> , BY: TERRY MIKKELSON , DFP PLANNING &NDESIGN, LLC on: 06-19-2006: 10:42:26 AM <br /> - Proiect: 206231 -Location: BSMT BATHISTAIR <br /> Design Requirements Comparison: <br /> Controllinq Moment: M= 19759 FT-LB <br /> 1.75 Ft from left support of span 2 tCenter Span) <br /> Critical moment created by combining all dead loads and live loads on span(s)2 <br /> Nominal Moment SUength: Mr- 24840 FT-L8 <br /> Controllinq Shear: V= 30967 LB <br /> . At left supRort of span 3(Riqht Span) <br /> Critical shear created by combining all dead loads and live loads on span(s)2 <br /> Nominal Shear Strenqth: Vr- 33087 LB <br /> Moment of Inertia(Deflection): Ireq= 11.19 IN4 <br /> 1= 68.90 IN4 <br />