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Project:214412 Pe� <br /> LARRY LEPOWSKY <br /> Location: 01 FR.PORCH BEAM D.F.P.PLANNING&DESIGN <br /> Mutti-Loaded Multi-Span Beam 9100 BALTIMORE ST o� <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx7.251Nx17.67FT(2.5+12.7+2.5) <br /> 1.9E Microllam-iLevel Trus Joist SVuCalc Version 8.0.113.0 12/9/2014 9:11:47 AM <br /> Section Adequate By:94.3% <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 Riaht LOADING DIAGRAM <br /> Live Load -0.01 IN U3674 0.17 IN U901 -0.01 IN L/3674 <br /> Dead Load 0.00 in 0.07 in 0.00 in <br /> Total Load -0.01 IN U2674 0.24 IN U640 -0.01 IN U2674 <br /> Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 <br /> REACTIONS B � � Q <br /> Live Load 255 Ib 2603 Ib 2603 Ib 255 Ib <br /> Dead Load -306 Ib 1074 Ib 1074 Ib -306 Ib <br /> Total Load -51 Ib 3676 Ib 3676 Ib -51 Ib <br /> Uplift(1.5 F.S) -1299 ib 0 Ib 0 Ib -1289 Ib <br /> Bearing Length 0.00 in 1.40 in 1.40 in 0.00 in <br /> BEAM DATA Lg�i en er Riaht <br /> Span Length 2.5 ft 12.67 ft 2.5 R 2.6 R 1267 R 2.B n <br /> Unbraced Length-Top 2.5 ft 12.67 ft 2.5 ft <br /> Unbraced Length-Bottom 2.5 ft 12.67 ft 2.5 ft <br /> Live Load Duratian Factor 1.00 UNIFORM LOADS Le Center Riaht <br /> Notch Depth 0.00 Un'rform Live Load 210 plf 210 plf 210 pff <br /> MATERIAL PROPERTIES Un'rform Dead Load 79 plf 79 plf 79 pH <br /> 1.9E Microllam-iLevel Trus Joist Beam Self Weight 8 plf 8 pff 8 plf <br /> Base Values Adiusted Total Uniform Load 297 plf 297 plF 297 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2700 psi <br /> Cd=1.00 CI=0.97 CF=1.07 <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-1'= 750 psi <br /> Controlling Moment: -3551 ft-Ib <br /> Over left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)1,2 <br /> Controlling Shear: 1734 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) 1,2 <br /> Comparisons wkh required sections: Rea'd Pr vi ed <br /> Section Modulus: 15.78 in3 30.66 in3 <br /> Area(Shear): 9.13 in2 25.38 in2 <br /> Moment of Inertia(deflection): 44.43 in4 111.15 in4 <br /> Moment: -3551 ft-Ib 6898 ft-Ib <br /> Shear: 17341b 4821 Ib <br />