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Project:214412 Pe� <br /> LARRY LEPOWSKY <br /> Location:LAUNDRY WDW D.F.P.PLANNING&DESIGN <br /> Multi-Loaded Mufti-Span Beam 9100 BALTIMORE ST o� <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx5.51Nx2.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:42 AM <br /> Section Adequate By:88.8% LOADING DIAGRAM <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center <br /> Live Load 0.01 IN U2645 <br /> Dead Load 0.00 in <br /> Total Load 0.02 IN U1915 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 <br /> REACTION3 A $ <br /> Live Load 824 Ib 824 Ib <br /> Dead Load 314 Ib 314 Ib <br /> Total Load 1137 Ib 1137 Ib <br /> Bearing Length 0.89 in 0.89 in <br /> BEAM DATA Center 287ft <br /> Span Length 2.67 ft <br /> Unbraced Length-Top 0 ft <br /> Unbraced Length-Bottom 2.67 ft UNIFORM LOADS Center <br /> Ljve Load Duration Factor 1.00 Uniform Live Load 617 plf <br /> Notch Depth 0.00 Uniform Dead Load 232 plf <br /> MATERIAL PROPERTIES Beam Self Weight 3 pif <br /> #2-Spruce-Pine-Fir Total Uniform Load 852 plf <br /> Base Values Adiusted <br /> Bending Stress: Fb= 875 psi Fb'= 1138 psi <br /> Cd=1.00 CF=1.30 <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-L= 425 psi Fc-1'= 425 psi <br /> Controlling Moment: 759 ft-Ib <br /> 1.34 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 Shear: -751 Ib <br /> At a distance d from right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons with required sectlons: Rea'd Pr vi <br /> Section Modulus: 8.01 in3 15.13 in3 <br /> Area(Shear): 8.34 in2 16.5 in2 <br /> Moment of Inertia(deflection): 7.82 in4 41.59 in4 <br /> Moment: 759 ft-Ib 1434 ft-Ib <br /> Shear: -751 Ib 14851b <br />