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"LS z� S►4�o s�-v o�c-� <br /> �oa <br /> Project: ���-'"�� � <br /> �;y-x Matt Juvrud <br /> Location:Multi-Span Floor Beam 2 �Wooddale Builders <br /> Multi-Span Floor Beam � " Minnetonka,mn 55343 �r <br /> y�.i�/�• <br /> [2006 International Residential Code(2012 NDS)] �-�-�"� <br /> (2)1.751Nx9.251Nx10.OFT(2.5+5+2.5) <br /> 2.0E-3100F-Georgia Pacific StruCalc Version 9.0.1.3 12/2/2014 339:01 PM <br /> Section Adequate By:47.5% <br /> Controlling Factor:Shear <br /> CAUTIONS <br /> 'Laminations are to ba fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS �ef� CenteC Riaht LOADING DIAGRAM <br /> Live Load 0.00 IN L/MAX 0.01 IN U4107 0.00 IN UMAX <br /> Dead Load 0.00 in 0.00 in 0.00 in <br /> Total Load 0.00 IN L/9410 0.02 IN U3133 0.00 IN L/9410 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/240 <br /> REACTIONS 9 B � D <br /> Live Load 1406 Ib 5484 Ib 5484 Ib 1406 Ib <br /> Dead Load 251 Ib 2046 Ib 2046 Ib 251 Ib <br /> Total Load 1658 Ib 7530 Ib 7530 Ib 1658 Ib <br /> Uplift(1.b F.S) -582 Ib 0 Ib 0 Ib -582 Ib <br /> Bearing Length 0.63 in 2.87 in 2.87 in 0.63 in <br /> BEAM DATA l� Center R�cl � <br /> Span Length 2.5 ft 5 ft 2.5 R 2.b ft e n 2.6 fl <br /> Unbraced Length-Top 0 ft 0 ft 0 ft <br /> Unbraced Length-Bottom 2.5 ft 5 ft 2.5 ft <br /> Floor Duration Factor 1.00 F1.00R LOADING L�e �gIlLe2 R.J9hk <br /> Notch Depth 0.00 Floor Live Load FLL= 40 psf 40 psf 40 psf <br /> MATERIAL PROPERTIES Floor Dead Load FDL= 15 psf 15 psf 15 psf <br /> 2.0E-3100F-Georgia Pacific Floor Tributary Width Side One TV1/1 = 22 ft 22 ft 22 ft <br /> Base Values d' s e Floor Tributary Width Side Two TW2= 8 ft 8 ft 8 ft <br /> Bending Stress: Fb= 3100 psi Fb'= 3176 psi Wall Load WALL= 0 plf 0 plf 0 pif <br /> Cd=1.00 CI=0.98 CF=1.04 BEAM LOADING },Q$ er i t <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi Reduced Floor Live Load 40 psf 40 psf 40 psf <br /> Cd=1.00 Total Live Load 1200 plf 1200 plf 1200 plf <br /> Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Total Dead Load 450 plf 450 plf 450 plf <br /> Comp.1 to Grain: Fc--1-= 750 psi Fc-�-'= 750 psi geam Self Weight 9 plf 9 pif 9 plf <br /> Controlling Moment: -3034 ft-Ib Total load 1659 plf 1659 plf 1659 plf <br /> Over right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2,3 <br /> Controlifng Shear: -4242 Ib <br /> At right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2,3 <br /> Comparisons with required sections: Rea'd Pr vi e <br /> Section Modulus: 11.47 in3 49.91 in3 <br /> Area(Shear): 21.94 in2 32.38 in2 <br /> Moment of Inertia(deflection): 26.98 in4 230.84 in4 <br /> Moment: -3034 ft-Ib 13208 ft-Ib <br /> Shear: -42421b 62591b � <br />