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Project:214412 Pe� <br /> LARRY LEPOWSKY <br /> Location:DINING WDW ANGLE D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Muki-Span Beam 9100 BALTIMORE ST of <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx7.251Nx3.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:42 AM <br /> Section Adequate By:8.3% <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 0.03 IN U1575 <br /> Dead Load 0.01 in <br /> Total Load 0.04 IN U1141 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � <br /> Live Load 1677 Ib 1677 Ib <br /> Dead Load 637 Ib 637 Ib <br /> Total Load 2314 Ib 2314 Ib <br /> Bearing Length 1.81 in 1.81 in <br /> BEAM DATA Center <br /> Span Length 3.67 ft <br /> Unbraced Length-Top 0 ft 3.67R <br /> Unbraced Length-Bottom 3.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS nt r <br /> MATERIAL PROPERTIES Uniform Live load 914 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 343 plf <br /> Base Values �iusted Beam Self Weight 4 plf <br /> Bending Stress: Fb= 875 psi Fb'= 1050 psi Total Uniform Load 1261 plf <br /> Cd=1.00 CF=1.20 <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 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: 2123 ft-Ib <br /> 1.84 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controiling Shear: 1573 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 /> CompaNsons with required sections: Rea'd Pr vi <br /> Section Modulus: 24.26 in3 26.28 in3 <br /> Area(Shear): 17.48 in2 21.75 in2 <br /> Moment of Inertia(deflection): 30.05 in4 95.27 in4 <br /> Moment: 2123 ft-Ib 2300 ft-Ib <br /> Shear: 15731b 19581b <br />