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pege <br /> Project:214412 LARRY LEPOWSKY <br /> Location:NATHAN BED WDW SIDE D.F.P.PLANNING&DESIGN <br /> Multi-Loaded Mutti-Span Beam 9700 BALTIMORE ST ot <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx7.251Nx4.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:46 AM <br /> Section Adequate By:48.0% <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide un'rform transfer of loads to all members <br /> DEFLECTION3 Center LOADING DIAGRAM <br /> Live Load 0.03 IN U2156 <br /> Dead Load 0.02 in <br /> Total Load 0.05 IN L/1226 <br /> Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:U360 <br /> REACTIONS g B <br /> Live Load 757 Ib 757 Ib <br /> Dead Load 574 Ib 574 Ib <br /> Total Load 1331 Ib 1331 Ib <br /> Bearing Length 1.04 in 1.04 in <br /> BEAM DATA Center <br /> Span Length 4.67 ft <br /> Unbraced Length-Top 0 ft 0.87 R <br /> Unbraced Length-Bottom 4.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS nter <br /> MATERIAL PROPERTIES Un'rform Live Load 64 plf <br /> #2-Spruce-Pine-Fir Unfform Dead Load 144 plf <br /> �ase Values Adiusted Beam Self Weight 4 plf <br /> Bending Stress: Fb= 875 psi Fb'= 1050 psi Total Uniform Load 212 plf <br /> Cd=1.00 CF=1.20 TRAPEZOIDAL LOADS-CENTER SPAN <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number Qpg <br /> Cd=1.00 Left Live Load 260 plf <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Left Dead Load 98 plf <br /> Min.Mod.of Elasticity: E min= 510 ksi E min'= 510 ksi Right Live Load 260 plf <br /> Comp.1 to Grain: Fc-L= 425 psi Fc-1'= 425 psi Right Dead Load 98 plf <br /> Load Start 0 ft <br /> Controlling Moment: 1554 ft-Ib Load End 4.67 ft <br /> 2.34 Ft from left support of span 2(Center Span) Load Len th 4.67 ft <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: -1011 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 /> Comparisona with required sections: Rea'd Pr vi d <br /> Section Modulus: 17.76 in3 26.28 in3 <br /> Area(Shear): 11.24 in2 21.75 in2 <br /> Moment of Inertia(deflection): 27.98 in4 95.27 in4 <br /> Moment: 1554 ft-Ib 2300 ft-Ib <br /> Shear: -1011 Ib 19581b <br />