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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:DECK LEFT D.F.P.PLANNING&DESIGN <br /> Multi-Loaded Mufti-Span Beam 9100 BALTIMORE ST or <br /> [2006 International Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx11251Nx6.33FT <br /> #2-Southem Pine-Wet Use StruCalc Version 8.0.113.0 12/9/2014 9:11:46 AM <br /> Section Adequate By:0.4% <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide unfform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.00 IN UMAX <br /> Dead Load 0.05 in <br /> Total Load 0.05 IN U1525 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS � B <br /> Live Load 171 Ib 171 Ib <br /> Dead Load 940 Ib 1622 Ib � <br /> Total Load 1111 Ib 1793 Ib <br /> Bearing Length 0.98 in 1.58 in <br /> BEAM DATA Center <br /> Span Length 6.33 ft <br /> Unbraced Length-Top 0 ft 6.ssn <br /> Unbraced Length-Bottom 6.33 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 11NIFORM LOADS ent r <br /> MATERIAL PROPERTIES Uniform Live Load 54 plf <br /> #2-Southem Pine Uniform Dead Load 24 plf <br /> Base Values A�'usted Beam Self Weight 8 plf <br /> Bending Stress: Fb= 750 psi Fb'= 675 psi Total Uniform Load 86 plf <br /> Cd=0.90 CF=1.00 pOINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 165 psi Fv'= 144 psi Load Number Qpg J� <br /> Cd=0.90 Cm=0.97 Live Load 0 Ib 0 Ib <br /> Modulus of Elasticity: E= 1400 ksi E'= 1260 ksi Dead Load 1555 Ib 804 Ib <br /> Min.Mod.of Elasticity: E min= 510 ksi E_min'= 459 ksi Location 4.08 ft 4.08 ft <br /> Cm=0.90 <br /> Comp.1 to Grain: Fc-1= 565 psi Fc-1'= 379 psi <br /> Cm=0.67 <br /> Controiling Moment: 3545 ft-Ib <br /> 4.05 Ft from left support of span 2(Center Span) <br /> Created by dead loads only on all span(s). <br /> Controlling Shear: -1594 Ib <br /> At a distance d from right support of span 2(Center Span) <br /> Created by dead loads only on all span(s). <br /> Comparisons with required sections: Rea'd Provided <br /> Section Modulus: 63.02 in3 63.28 in3 <br /> Area(Shear): 16.59 in2 33.75 in2 <br /> Moment of Inertia(deflection): 84 in4 355.96 in4 <br /> Moment: 3545 ft-Ib 3560 R-Ib <br /> Shear: -15941b 3241 Ib <br />