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page <br /> Project:214412 LARRY LEPOWSKY / <br /> Location:FRONT DOOR D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Multi-Span Beam 9100 BALTIMORE ST o� <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx9.251Nx9.33FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:44 AM <br /> Section Adequate By:67.4% <br /> Controllin Factor:Deflection <br /> CAUTIONS <br /> *Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS Center I.OADING DIAGRAM <br /> Live Load 0.13 IN U847 <br /> Dead Load 0.05 in <br /> Total Load 0.19 IN U602 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS � �. <br /> Live Load 1586 Ib 1586 Ib <br /> Dead Load 644 Ib 644 Ib <br /> Total Load 2230 Ib 2230 Ib <br /> Bearing Length 0.85 in 0.85 in <br /> BEAM DATA Center <br /> Span Length 9.33 ft <br /> Unbraced Length-Top 0 ft 9.33ft <br /> Unbraced Length-Bottom 9.33 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Unfform Live Load 340 plf <br /> 1.9E Microllam-iLevel Trus Joist Un'rform Dead Load 128 pH <br /> Base Values Adiusted Beam Self Weight 10 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2694 psi Total Uniform Load 478 pif <br /> Cd=1.00 CF=1.04 <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi <br /> Cd=1.00 <br /> Modulus of Elas6city: E= 1900 ksi E'= 1900 ksi <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi <br /> Controlling Moment: 5202 ft-Ib <br /> 4.66 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: 1874 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 Provided <br /> Section Modulus: 23.18 in3 49.91 in3 <br /> Area(Shear): 9.86 in2 32.38 in2 <br /> Moment of Inertia(deflecGon): 137.93 in4 230.84 in4 <br /> Moment: 5202 ft-Ib 11204 ft-Ib <br /> Shear: 18741b 6151 Ib <br />