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page <br /> Project:214412 LARRY LEPOWSKY / <br /> Location:FR.PORCH MONO GIRDER TRUSS LEFT D.F.P.PLANNING&DESIGN <br /> Mutti-Loaded Mutti-Span Beam 9100 BALTIMORE ST o� <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx9.251Nx8.33FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:45 AM <br /> Section Adequate By:3.0% <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 LOADING DIAGRAM <br /> Live Load 0.08 IN U1254 <br /> Dead Load 0.19 in <br /> Total Load 0.27 IN L/371 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � � <br /> Live Load 1127 Ib 1492 Ib <br /> Dead Load 5171 Ib 1972 Ib Z s <br /> Total Load 6298 Ib 3464 Ib <br /> Bearin Length 2.40 in 1.32 in <br /> BEAM DATA Center <br /> Span Length 8.33 ft <br /> Unbraced Length-Top 0 ft 8.35 R <br /> Unbreced Length-Bottom 8.33 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS enter <br /> MATERIAL PROPERTIES Uniform Live Load 0 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 0 pif <br /> Base Values Adiusted Beam Seff Weight 10 pif <br /> Bending Stress: Fb= 2600 psi Fb'= 2694 psi Total Uniform Load 10 plf <br /> Cd=1.00 CF=1.04 pOINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Qr�g J�o Three <br /> Cd=1.00 Live Load 0 Ib 0 Ib 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 2664 Ib 1984 Ib 1424 Ib <br /> Comp.1 to Grain: Fc-L= 750 psi Fc-1'= 750 psi Location 0.17 ft 3 ft 3.5 ft <br /> Controlling Moment: 10347 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 3.5 Ft irom left support of span 2(Center Span) Load Number QRg � <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 210 plf 390 pif <br /> Controlling Shear: 3997 Ib Left Dead Load 79 plf 147 plf <br /> At a distance d from left support of span 2(Center Span) Right Live Load 210 plf 390 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 79 plf 147 plf <br /> Load Start 0 ft 3.5 ft <br /> Comparisons with required sections: Rea'd Provided Load End 3.5 ft 8.33 ft <br /> Section Modulus: 46.09 in3 49.91 in3 Load Len th 3.5 ft 4.83 ft <br /> Area(Shear): 21.04 in2 32.38 in2 <br /> Moment of Inertia(deflection): 224.03 in4 230.84 in4 <br /> Moment: 10347 ft-Ib 11204 ft-Ib <br /> Shear: 39971b 6151 Ib <br />