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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:REAR GAR.HEADER D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Mutti-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)J BLAINE MINN.55449 <br /> (3)1.751Nx16.01Nx13.5FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:42 AM <br /> Section Adequate By:46.2% <br /> Controllin Factor:Moment <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 0.22 IN L/738 <br /> Dead Load 0.09 in <br /> Total Load 0.31 IN U527 <br /> Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:U360 <br /> REACTIONS e � <br /> Live Load 6750 Ib 6750 Ib <br /> Dead Load 2708 Ib 2708 Ib <br /> Total Load 9458 Ib 9458 Ib <br /> Bearin Length 2.40 in 2.40 in <br /> BEAM DATA Center <br /> Span Length 13.5 ft <br /> Unbraced Length-Top 0 ft �s.en <br /> Unbraced Length-Bottom 13.5 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS nter <br /> MATERIAL PROPERTIES Uniform Live Load 40 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 15 plf <br /> Base Values Adiusted Beam Self Weight 26 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2500 psi Total Uniform Load 81 plf <br /> Cd=1.00 CF=0.96 TRAPEZOIDAL LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Qng <br /> Cd=1.00 Left Live Load 960 plf <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Left Dead Load 360 plf <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Right Live Load 960 plf <br /> Controiling Moment: 31922 ft-Ib Right Dead load 360 plf <br /> Load Start 0 ft <br /> 6.75 Ft from left support of span 2(Center Span) Load End 13.5 ft <br /> Created by combining all dead loads and live loads on span(s)2 Load Len th 13.5 ft <br /> Controlling Shear: -7756 Ib <br /> At a distance d from right 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: 153.21 in3 224 in3 <br /> Area(Shear): 40.82 in2 84 in2 <br /> Moment of Inertia(deflection): 1224.61 in4 1792 in4 <br /> Moment: 31922 ft-Ib 46670 ft-Ib <br /> Shear: -77561b 159601b <br />