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page <br /> Project:214412 / <br /> LARRY LEPOWSKY <br /> Location:FLEX RM DOOR D.F.P.PLANNING&DESIGN <br /> Mufti-Loaded Mutti-Span Beam 9100 BALTIMORE ST ot <br /> [2006 Intemational Residential Code(2005 NDS)� BLAINE MINN.55449 <br /> (2)1.751Nx9.251Nx5.67FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:45 AM <br /> Section Adequate By:43.6% <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> *Laminations are to be fully connected to provide unfform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.05 IN U1251 <br /> Dead Load 0.04 in <br /> Total Load 0.10 IN U685 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 � <br /> REACTIONS g @ <br /> 2 <br /> Live Load 3413 Ib 2658 Ib <br /> Dead Load 2219 Ib 2779 Ib <br /> Total Load 5632 Ib 5437 Ib <br /> Bearing Length 2.15 in 2.07 in <br /> BEAM DATA Center <br /> Span Length 5.67 ft <br /> Unbraced Length-Top 0 ft 6.87 R <br /> Unbraced Length-Bottom 5.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 650 plf <br /> 1.9E Microllam-iLevel Trus Joist Unfform Dead Load 244 plf <br /> Base Values Adiusted Beam Self Weight 10 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2694 psi Total Uniform Load 904 plf <br /> Cd=1.00 CF=1.04 pOINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number �g � <br /> Cd=1.00 Live Load 0 Ib 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 1137 Ib 1137 Ib <br /> Comp.1 to Grain: Fc-1= 750 psi Fc--L'= 750 psi Location 2.83 ft 5.25 ft <br /> Controlling Moment: 7801 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 2.78 Ft from left support of span 2(Center Span) Load Number Qpg v� <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 734 plf 734 plf <br /> Controlling Shear: 4134 Ib Left Dead Load 395 plf 395 pff <br /> At a distance d from left support of span 2(Center Span) Right Live Load 734 plf 734 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 395 plf 395 plf <br /> Load Start 0 ft 5.25 ft <br /> Comparisons with required sections: Rea'd Provided Load End 2.83 ft 5.67 ft <br /> Section Modulus: 34.75 in3 49.91 in3 Load Length 2.83 ft 0.42 ft <br /> Area(Shear): 21.76 in2 32.38 in2 <br /> Moment of Inertia(deflection): 121.34 in4 230.84 in4 <br /> Moment: 7801 ft-Ib 11204 ft-Ib <br /> Shear: 41341b 6151 Ib <br />