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page <br /> Project:214412 LARRY LEPOWSKY <br /> LocaUon:HANNAH BED WDW D.F.P.PLANNING 8 DESIGN <br /> Mutti-Loaded Mutti-Span Beam 9100 BALTIMORE ST or <br /> [2006 International Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx9.251Nx7.67FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:46 AM <br /> Section Adequate By:75.2% <br /> Controllin Factor:Deflection <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide unifortn transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.10 IN U879 <br /> Dead Load 0.04 in <br /> Total Load 0.15 IN U631 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS g � <br /> Live Load 2263 Ib 2263 Ib <br /> Dead Load 890 Ib 890 Ib <br /> Total Load 3153 Ib 3153 Ib <br /> Bearing Length 1.20 in 1.20 in <br /> BEAM DATA Center <br /> Span Length 7.67 ft <br /> Unbraced Length-Top 0 ft �•67n <br /> Unbraced Length-Bottom 7.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS en r <br /> MATERIAL PROPERTIES Uniform Live Load 590 plf <br /> 1.9E Microllam-iLevel Trus Joist Un'rfortn Dead Load 222 plf <br /> Base Values �iusted Beam Self Weight 10 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2694 psi Total Uniform Load 822 plf <br /> Cd=1.00 CF=1.04 <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-�-'= 750 psi <br /> Controlling Moment: 6046 ft-Ib <br /> 3.84 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: -2522 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 sectfons: Rea'd Provided <br /> Section Modulus: 26.93 in3 49.91 in3 <br /> Area(Shear): 13.28 in2 32.38 in2 <br /> Moment of Inertia(deflection): 131.77 in4 230.84 in4 <br /> Moment: 6046 ft-Ib 11204 ft-Ib <br /> Shear: -25221b 6151 Ib <br />