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page <br /> Project:214412 LARRY LEPOWSKY / <br /> Location:GUEST ROOM WDW D.F.P.PLANNING&DESIGN <br /> Multi-Loaded MuRi-Span Beam 9100 BALTIMORE ST or <br /> [2006 International Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx11.8751Nx7.67FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:45 AM <br /> Section Adequate By:3.2% <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTION3 Center LOADING DIAGRAM <br /> Live Load 0.07 IN U1371 <br /> Dead Load 0.11 in <br /> Total Load 0.18 IN U516 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS 9 � <br /> Live Load 3068 Ib 3068 Ib � <br /> Dead Load 4173 Ib 3294 Ib <br /> Total Load 7241 Ib 6362 Ib <br /> Bearing Length 2.76 in 2.42 in <br /> BEAM DATA Center <br /> Span Length 7.67 ft <br /> Unbraced Length-Top 0 ft �'87 R <br /> Unbraced Length-Bottom 7.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Unfform Live Load 800 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 300 plf <br /> Base Values @�iusted Beam Self Weight 13 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2604 psi Total Uniform Load 1113 plf <br /> Cd=1.00 CF=1.00 pOINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Q�ig <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 5067 Ib <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-�-'= 750 psi Location 3.17 ft <br /> Controlling Moment: 17291 ft-Ib <br /> 3.22 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 Shesr: 6217 Ib <br /> At a distance d from left 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: 79.69 in3 82.26 in3 <br /> Area(Shear): 32.72 in2 41.56 in2 <br /> Moment of Inertia(deflection): 340.86 in4 488.41 in4 <br /> Moment: 17291 ft-Ib 17848 ft-Ib <br /> Shear: 62171b 78971b <br />