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page <br /> Project:214412 LARRY LEPOWSKY / <br /> Location:SCR.PORCH FACE D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Mutti-Span Beam 9100 BALTIMORE ST o� <br /> [2006 Intemational Residential Code(2005 NDS)) BLAINE MINN.55449 <br /> (2)1.51Nx9.251Nx19.99FT(5.3+9.3+5.3) <br /> #2-Spruce-Pine-Fir-Dry Use SVuCalc Version 8.0.713.0 12/9/2014 9:11:42 AM <br /> Section Adequate By:17.8°� <br /> Controllin Factor:Shear <br /> CAUTI�NS <br /> *Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS �e Center $jgbY LOADING DIAGRAM <br /> Live Load -0.02 IN U4115 0.07 IN U1665 -0.02 IN U4115 <br /> Dead Load 0.01 in 0.01 in 0.00 in <br /> Total Load 0.03 IN U2303 0.08 IN U1413 0.02 IN U3808 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS � @ � p <br /> Live Load 645 Ib 2285 Ib 2285 Ib 645 Ib � <br /> Dead Load 5755 Ib 1245 Ib 865 Ib 910 Ib <br /> Total Load 6400 Ib 3530 Ib 3150 Ib 1555 Ib � <br /> Bearin Length 5.02 in 2.77 in 2.47 in 1.22 in <br /> BEAM DATA L�e Center Riaht <br /> Span Length 5.33 ft 9.33 ft 5.33 ft <br /> Unbraced Length-Top 0 ft 0 ft 0 ft 6.53 R 8.33 R 6.33 R <br /> Unbraced Length-Bottom 5.33 ft 9.33 ft 5.33 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS Lg�f Center Riaht <br /> MATERIAL PROPERTIES Unfform Live Load 260 plf 260 plf 260 plf <br /> #2-Spruce-Pine-Fir Unfform Dead Load 98 plf 98 pif 98 pH <br /> Base Values Adiusted Beam Self Weight 5 plf 5 pff 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 939 psi Total Uniform Load 363 plf 363 plf 363 plf <br /> Cd=1.00 C/=0.98 CF=1.10 pOINT LOADS-LEFT SPAN <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number Qpg <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 5933 Ib <br /> Min.Mod.of Elasticity: E_min= 510 ksi E min'= 510 ksi Location 0.25 ft <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1-'= 425 psi RIGHT SPAN <br /> Controlling Moment: -2668 ft-Ib Load Number Qng <br /> Over left support of span 2(Center Span) Live Load 0 Ib <br /> Created by combining all dead loads and live loads on span(s) 1,2 Dead Load 782 Ib <br /> Location 5.08 ft <br /> Controlling Shear: 2120 Ib <br /> At a distance d from left support of span 1 (Left Span) <br /> Created by combining all dead loads and live loads on span(s) 1,3 <br /> Comparisons with required sections: Rea'd Provide <br /> Section Modulus: 34.09 in3 42.78 in3 <br /> Area(Shear): 23.56 in2 27.75 in2 <br /> Moment of Inertia(deflection): 57.06 in4 197.86 in4 <br /> Moment: -2668 ft-Ib 3348 ft-Ib <br /> Shear: 21201b 24981b <br />