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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:SCR.PORCH HIPSET GIRDER D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Multi-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx14.01Nx20.OFT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:71:42 AM <br /> Section Adequate By:19.7% <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 0.38 IN L/634 <br /> Dead Load 0.18 in <br /> Total Load 0.56 IN LJ431 <br /> Live Load Deflection CrReria:L/480 Total Load Deflection Criteria:U360 <br /> REACTIONS e � <br /> Live Load 1600 Ib 1600 Ib <br /> Dead Load 753 Ib 753 Ib <br /> Total Load 2353 Ib 2353 Ib <br /> Bearing Length 0.90 in 0.90 in <br /> BEAM DATA Center <br /> Span Length 20 ft <br /> Unbraced Length-Top 0 ft 20� <br /> Unbraced Length-Bottom 20 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS nt r <br /> MATERIAL PROPERTIES Uniform Live Load 160 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 60 plf <br /> Base Values A�j'usted Beam Self Weight 15 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2546 psi Total Uniform Load 235 pif <br /> Cd=1.00 CF=0.98 <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.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi <br /> Controlling Moment: 11766 ft-Ib <br /> 10.0 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: 2118 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: 55.45 in3 114.33 in3 <br /> Area(Shear): 11.15 in2 49 in2 <br /> Moment of Inertia(deflection): 668.68 in4 800.33 in4 <br /> Moment: 11766 ft-Ib 24258 ft-Ib <br /> Shear: 21181b 93101b <br />