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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:GAR.HIPSET GIRDER D.F.P.PLANNING 8�DESIGN <br /> Muki-Loaded Multi-Span Beam 9100 BALTIMORE ST o� <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx16.01Nx24.OFT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:42 AM <br /> Section Adequate By:2.4% <br /> Controllin Factor:Deflection <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTION3 Center LOADING DIAGRAM <br /> Live Load 0.53 IN U547 <br /> Dead Load 0.25 in <br /> Total Load 0.78 IN U369 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS a � <br /> live Load 1920 Ib 1920 Ib <br /> Dead Load 930 Ib 930 Ib <br /> Total Load 2850 Ib 2850 Ib <br /> Bearing Len th 1.09 in 1.09 in <br /> BEAM DATA Center <br /> Span Length 24 ft <br /> Unbraced Length-Top 0 ft 24� <br /> Unbraced Length-Bottom 24 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS n er <br /> MATERIAL PROPERTIES Un'rform Live Load 160 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 60 plf <br /> Base Values Adiusted Beam Self Weight 18 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2500 psi Total Uniform Load 238 plf <br /> Cd=1.00 CF=0.96 <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: 17100 ft-Ib <br /> 12.0 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: 2565 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: 82.07 in3 149.33 in3 <br /> Area(Shear): 13.5 in2 56 in2 <br /> Moment of Inertia(deflection): 1166.21 in4 1194.67 in4 <br /> Moment: 17100 ft-Ib 31114 ft-Ib <br /> Shear: 25651b 106401b <br />