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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:DINING WDW REAR D.F.P.PLANNING 8 DESIGN <br /> Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST or <br /> [2006 International Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx7.251Nx10.33FT(3.5+3.3+3.5) <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:1.3% <br /> Controllin Factor:Shear <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 0.02 IN U2407 -0.01 IN U3857 0.02 IN U2407 <br /> Dead Load 0.00 in 0.00 in 0.00 in <br /> Total Load 0.02 IN U1888 -0.01 IN L/3810 0.02 IN L/1888 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS g � �C 12 <br /> Live Load 1435 Ib 3766 Ib 3766 Ib 1435 Ib <br /> Dead Load 491 Ib 1301 Ib 1301 Ib 491 Ib <br /> Total Load 1926 Ib 5067 Ib 5067 Ib 1926 Ib <br /> Bearing Length 1.51 in 3.97 in 3.97 in 1.51 in <br /> BEAM DATA �$ Center Riaht <br /> Span Length 3.5 ft 3.33 ft 3.5 ft <br /> Unbraced Length-Top 0 ft 0 ft 0 ft �•6n S.33R- 3.6R <br /> Unbraced Length-Bottom 3.5 ft 3.33 ft 3.5 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS Left Cen r Riaht <br /> MATERIAL PROPERTIES Uniform Live Load 914 plf 914 plf 914 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 343 plf 343 plf 343 plf <br /> Base Values �iusted Beam Self Weight 4 plf 4 plf 4 plf <br /> Bending Stress: Fb= 875 psi Fb'= 1043 psi Total Uniform Load 1261 plf 1261 plf 1261 plf <br /> Cd=1.00 C1=0.99 CF=1.20 <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi <br /> Min.Mod.of Elasticity: E min= 510 ksi E min'= 510 ksi <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi <br /> Controlling Moment: -1667 ft-Ib <br /> Over right support of span 1 (Left Span) <br /> Created by combining all dead loads and live loads on span(s)1,2 <br /> Controlling Shear: -1933 Ib <br /> At a distance d from the right support of span 1 (Left Span) <br /> Created by combining all dead loads and live loads on span(s) 1,2 <br /> Comparisons with required sections: Rea'd Provided <br /> Section Modulus: 19.17 in3 26.28 in3 <br /> Area(Shear): 21.47 in2 21.75 in2 <br /> Moment of Inertia(deflection): 19 in4 95.27 in4 <br /> Moment: -1667 ft-Ib 2284 ft-Ib <br /> Shear: -19331b 19581b <br />