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page <br /> Project 214406 LARRY LEPOWSKY <br /> Location:05 FOYER FIB D.F.P.PLANNING&S DESIGN <br /> Multi-Loaded Multi-Span Beam � ' !4',.; 9100 BALTIMORE ST m <br /> [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (3)1.75 IN x 11.875 IN x 15.67 FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/25/2014 11:37:07 AM <br /> Section Adequate By:23.9% <br /> Controlling 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 0.27 IN L/693 <br /> Dead Load 0.36 in <br /> Total Load 0.63 IN LJ297 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 2680 lb 1454 lb <br /> Dead Load 2206 lb 2177 lb <br /> Total Load 4886 lb 3631 lb <br /> Bearing Length 1.24 in 0.92 in <br /> BEAM DATA, Center <br /> Span Length 15.67 ft <br /> Unbraced Length-Top 15.67 ft 15.878 B <br /> Unbraced Length-Bottom 15.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 80 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 30 plf <br /> Base Values Adjusted Beam Self Weight 19 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2542 psi Total Uniform Load 129 Of <br /> Cd=1.00 CI=0.98 CF=1.00 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 2528 lb <br /> Comp.-I-to Grain: Fc-1= 750 psi Fc-1'= 750 psi Location 9.17 ft <br /> Controlling Moment: 20959 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN <br /> 8.62 Ft from left support of span 2(Center Span) Load Number One <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 320 plf <br /> Controlling Shear: 4350 lb Left Dead Load 120 plf <br /> At a distance d from left support of span 2(Center Span) Right Live Load 320 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 120 plf <br /> Load Start 0 ft <br /> Comparisons with required sections: Read Provided Load End 9 ft <br /> Section Modulus: 98.94 in3 123.39 in3 Load Length 9 ft <br /> Area(Shear): 22.9 in2 62.34 in2 <br /> Moment of Inertia(deflection): 591.12 in4 732.62 in4 <br /> Moment: 20959 ft-lb 26137 ft-lb <br /> Shear: 4350 lb 11845 lb <br />