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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:FR.PORCH BEAM D.F.P.PLANNING&DESIGN <br /> Mutti-Loaded Multi-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (3)1.751Nx11.251Nx17.33FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:44 AM <br /> Section Adequate By:9.6°� <br /> Controllin Factor:Deflection <br /> CAUTION3 <br /> "Laminations are to be fully connected to provide uniform transfer of loads to ail members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.36 IN U578 <br /> Dead Load 0.17 in <br /> Total Load 0.53 IN U395 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS 9 � <br /> Live Load 1820 Ib 1820 Ib <br /> Dead Load 844 Ib 844 Ib <br /> Total Load 2664 Ib 2664 Ib <br /> Bearing Len th 0.68 in 0.68 in <br /> BEAM DATA n r <br /> Span Length 17.33 ft <br /> Unbraced Length-Top 0 ft ��.sa n <br /> Unbraced Length-Bottom 17.33 ft <br /> Live Load DuraGon Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS en r <br /> MATERIAL PROPERTIES Uniform Live Load 210 pif <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 79 plf <br /> Base Values �iusted Beam Self Weight 18 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2623 psi Total Unifortn Load 307 plf <br /> Cd=1.00 CF=1.01 <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi <br /> Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi <br /> Controlling Moment: 11542 ft-Ib <br /> 8.66 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: 2398 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 wkh requfred sections: Rea'd Provided <br /> Section Modulus: 52.81 in3 110.74 in3 <br /> Area(Shear): 12.62 in2 59.06 in2 <br /> Moment of Inertia(deflection): 568.41 in4 622.92 in4 <br /> Moment: 11542 ft-Ib 24206 ft-Ib <br /> Shear: 23981b 112221b <br />