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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:NATHAN BED WDW REAR D.F.P.PLANNING 8 DESIGN <br /> Mutti-Loaded Mutti-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx9.251Nx5.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:46 AM <br /> Section Adequate By:15.5% <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 U1518 <br /> Dead Load 0.02 in <br /> Total Load 0.06 IN U1097 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A B <br /> Live Load 1514 Ib 1514 Ib <br /> Dead Load 581 Ib 581 Ib <br /> Total Load 2095 Ib 2095 Ib <br /> Bearin Len th 1.64 in 1.64 in <br /> BEAM DATA Center <br /> Span Length 5.67 ft <br /> Unbraced Length-Top 0 ft 5�67� <br /> Unbraced Length-Bottom 5.67 ft <br /> live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Un'rfortn Live Load 534 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 200 plf <br /> Base Values Adiusted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 963 psi Total Uniform Load 739 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'= 7400 ksi <br /> Min.Mod.of Elasticity: E_min= 510 ksi E min'= 510 ksi <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi <br /> Controlling Moment: 2970 ft-Ib <br /> 2.84 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: 1550 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 d <br /> Section Modulus: 37.03 in3 42.78 in3 <br /> Area(Shear): 17.23 in2 27.75 in2 <br /> Moment of Inertia(deflection): 64.94 in4 197.86 in4 <br /> Moment: 2970 ft-Ib 3431 ft-Ib <br /> Shear: 15501b 24981b <br />