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Project:214412 Pe� <br /> LARRY LEPOWSKY <br /> Location:MASTER MONO GIRDER TRUSS D.F.P.PLANNING&DESIGN <br /> Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST o� <br /> [2006 International Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx9.251Nx6.OFT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:18.6°/a <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTION3 Center LOADING DIAGRAM <br /> Live Load 0.05 IN U1474 <br /> Dead Load 0.02 in <br /> Total Load 0.07 IN U1064 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:l/360 <br /> REACTIONS a B <br /> Live Load 1392 Ib 1392 Ib <br /> Dead Load 537 Ib 537 Ib <br /> Total Load 1929 Ib 1929 Ib <br /> Bearing Length 1.51 in 1.51 in <br /> BEAM DATA Center <br /> Span Length 6 ft <br /> Unbraced Length-Top 0 ft BR <br /> Unbraced Length-Bottom 6 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> I�JdIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 464 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 174 plf <br /> Base Values Adiusted Beam Seff Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 963 psi Total Uniform Load 643 plf <br /> Cd=1.00 CF=1.10 <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi <br /> Min.Mod.of Elasticity: E_min= 510 ksi E min'= 510 ksi <br /> Comp.1 to Grain: Fc-L= 425 psi Fc-1'= 425 psi <br /> Controlling Moment: 2894 ft-Ib <br /> 3.0 Ft from left support of span 2(Cerrter Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: 1466 Ib <br /> At a distance d from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons with required sections: Rea'd Pr vi <br /> Section Modulus: 36.08 in3 42.78 in3 <br /> Area(Shear): 16.29 in2 27.75 in2 <br /> Moment of Inertia(deflection): 66.96 in4 197.86 in4 <br /> Moment: 2894 ft-Ib 3431 ft-Ib <br /> Shear: 14661b 24981b <br />