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Project:214412 page <br /> LARRY LEPOWSKY <br /> Location:DECK ANGLE LEFT D.F.P.PLANNING 8�DESIGN <br /> Mutti-Loaded Multi-Span Beam 9100 BAITIMORE ST o� <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx11.251Nx8.OFT <br /> #2-Southem Pine-Wet Use StruCalc Version 8.0.113.0 12/9/2014 9:11:46 AM <br /> Section Adequate By:89.3% <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> *Laminations are to be fully connected to provide un'rform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.04 IN U2546 <br /> Dead load 0.02 in <br /> Total Load 0.05 IN U1793 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS � @ <br /> Live Load 659 Ib 809 Ib <br /> Dead Load 280 Ib 336 Ib <br /> Total Load 939 Ib 1146 Ib <br /> Bearing Len th 0.83 in 1.01 in <br /> BEAM DATA Center <br /> Span Length 8 ft <br /> Unbraced Length-Top 0 ft a rt <br /> Unbraced Length-Bottom 8 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS n r <br /> MATERIAL PROPERTIES Uniform Live Load 0 plf <br /> #2-Southem Pine Uniform Dead Load 0 plf <br /> Base Values Adiusted Beam Self Weight 8 plf <br /> Bending Stress: Fb= 750 psi Fb'= 750 psi Total Uniform Load 8 plf <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 127 plf <br /> Modulus of Elasticity: E= 1400 ksi E'= 1260 ksi Left Dead Load 48 plf <br /> Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 459 ksi Right Live Load 240 plf <br /> Cm=0.90 Right Dead Load 90 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 /> Controlling Moment: 2089 ft-Ib Load Len th 8 ft <br /> 4.16 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: -856 Ib <br /> At a distance d from right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons wkh requlred sections: Rea'd Provided <br /> Section Modulus: 33.43 in3 63.28 in3 <br /> Area(Shear): 8.02 in2 33.75 in2 <br /> Moment of Inertia(deflection): 71.46 in4 355.96 in4 <br /> Moment: 2089 ft-Ib 3955 ft-Ib <br /> Shear: -8561b 3601 Ib <br />