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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:OFFICE WDW D.F.P.PLANNING&DESIGN <br /> Mutti-Loaded Mutti-Span Beam 9100 BALTIMORE ST ot <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx9.251Nx4.67FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:44 AM <br /> Section Adequate By:8.2% <br /> Controllin Factor:Shear <br /> CAUTIONS <br /> 'Laminations are to be tully connected to provide un'rfortn transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.02 IN L/3319 <br /> Dead Load 0.03 in <br /> Total Load 0.04 IN U1288 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 <br /> REACTIONS � @ � <br /> Live Load 1492 Ib 1632 Ib <br /> Dead Load 5444 Ib 1450 Ib <br /> Total Load 6936 Ib 3082 Ib <br /> Bearing Length 2.64 in 1.17 in <br /> BEAM DATA Center <br /> Span Length 4.67 ft <br /> Unbraced Length-Top 0 ft �'67 n <br /> Unbraced Length-Bottom 4.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS en r <br /> MATERIAL PROPERTIES Unfform Live Load 0 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 0 plf <br /> Base Values A�'usted Beam Self Weight 10 plf <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 �ig <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 5675 Ib <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Location 0.67 ft <br /> Controlling Moment: 4855 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 1.54 Ft from left support of span 2(Center Span) Load Number Q�.g I10L4 <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 460 plf 704 pH <br /> Controlling Shear: 5688 Ib Left Dead Load 173 pif 264 plf <br /> At a distance d from left support of span 2(Center Span) Right Live Load 460 pif 704 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 173 plf 264 pif <br /> Load Start 0 ft 0.67 ft <br /> Comparisons with required sections: Rea'd Provided load End 0.67 ft 4.67 ft <br /> Section Modulus: 21.63 in3 49.91 in3 Load Len th 0.67 ft 4 ft <br /> Area(Shear): 29.93 in2 32.38 in2 <br /> Moment of Inertia(deflection): 64.52 in4 230.84 in4 <br /> Moment: 4855 ft-Ib 11204 ft-Ib <br /> Shear: 56881b 6151 Ib <br />