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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:DECK ANGLE RIGHT D.F.P.PLANNING&DESIGN <br /> Mutti-Loaded Multi-Span Beam 9100 BALTIMORE ST ot <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx11.251Nx8.OFT <br /> #2-Southern Pine-Wet Use StruCalc Version 8.0.113.0 12/9/2014 9:11:46 AM <br /> Section Adequate By:48.4% <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> `Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.05 IN U1988 <br /> Dead Load 0.02 in <br /> Total Load 0.07 IN U1409 <br /> Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:U360 <br /> REACTIONS g. � <br /> Live Load 1080 Ib 800 Ib <br /> Dead Load 439 Ib 334 Ib <br /> Total Load 1519 Ib 1134 Ib <br /> Bearing Length 1.34 in 1.00 in <br /> BEAM DATA Center <br /> Span Length 8 ft <br /> Unbraced Length-Top 0 ft a n <br /> Unbraced Length-Bottom 8 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Un'rform Live Load 0 pif <br /> #2-Southem Pine Uniform Dead Load 0 pH <br /> Base Values Adiusted Beam Self Weight 8 plf <br /> Bending Stress: Fb= 750 psi Fb'= 750 psi Total Uniform Load 8 pH <br /> Cd=1.00 CF=1.00 TRAPEZOIDAL LOADS-CENTER SPAN <br /> Shear Stress: Fv= 165 psi Fv'= 160 psi Load Number Qpg <br /> Cd=1.00 Cm=0.97 Left Live Load 340 plf <br /> Modulus of Elasticity: E= 1400 ksi E'= 1260 ksi Left Dead Load 128 plf <br /> Min.Mod.of Elasticity: E min= 510 ksi E_min'= 459 ksi Right Live Load 130 plf <br /> Cm=0.90 Right Dead Load 49 plf <br /> Comp.1 to Grain: Fc-1= 565 psi Fc-1'= 379 psi Load Start 0 ft <br /> Cm=0.67 load End 8 ft <br /> Load Len th 8 ft <br /> Controlling Moment: 2666 ft-Ib <br /> 3.68 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: 1114 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 /> Compariaons with required sections: Rea'd Provided <br /> Section Modulus: 42.66 in3 63.28 in3 <br /> Area(Shear): 10.44 in2 33.75 in2 <br /> Moment of Inertia(deflection): 90.95 in4 355.96 in4 <br /> Moment: 2666 ft-Ib 3955 ft-Ib <br /> Shear: 11141b 3601 Ib <br />