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page <br /> Project:214412 / <br /> LARRY LEPOWSKY <br /> Location:WET BAR HALL D.F.P.PLANNING&DESIGN <br /> Mutti-Loaded Muw-Span Beam 9100 BALTIMORE ST o� <br /> [2006 Irrtemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx7.251Nx4.5FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:45 AM <br /> Section Adequate By:56.1% <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 0.03 IN U1859 <br /> Dead Load 0.01 in <br /> Total Load 0.04 IN U1342 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS g � <br /> Live Load 945 Ib 945 Ib <br /> Dead Load 364 Ib 364 Ib <br /> Total Load 1309 Ib 1309 Ib <br /> Bearing Length 1.03 in 1.03 in <br /> BEAM DATA CeMer <br /> Span Length 4.5 ft <br /> Unbraced Length-Top 0 ft 4.6 ft <br /> Unbraced Length-Bottom 4.5 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 420 plf <br /> #2-Spruce-Pine-Fir Uniform Dead load 158 plf <br /> Base Values �Jiusted Beam Self Weight 4 plf <br /> Bending Stress: Fb= 875 psi Fb'= 1050 psi Total Uniform Load 582 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: 1473 ft-Ib <br /> 2.25 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: -969 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 with required sections: Rea'd Pr vi <br /> Section Modulus: 16.84 in3 26.28 in3 <br /> Area(Shear): 10.77 in2 21.75 in2 <br /> Moment of Inertia(deflection): 25.56 in4 95.27 in4 <br /> Moment: 1473 ft-Ib 2300 ft-Ib <br /> Shear: -9691b 19581b <br />