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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:GAR.GIRDER TRUSS D.F.P.PLANNING 8 DESIGN <br /> MuRi-Loaded MuRi-Span Beam 9100 BALTIMORE ST a <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> 5.OINx30.251Nx24.OFT <br /> 16F-E3-E-Rated Southem Pine-Dry Use StruCalc Version 8.0.173.0 12/9/2014 9:11:44 AM <br /> Section Adequate By:8.9% LOADING DIAGRAM <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center <br /> Live Load 0.40 IN L/712 <br /> Dead Load 0.09 in <br /> Total Load 0.50 IN L/578 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS e $ <br /> Live Load 12000 Ib 12000 Ib <br /> Dead Load 2773 Ib 2773 Ib <br /> Total Load 14773 Ib 14773 Ib <br /> Bearing Length 4.55 in 4.55 in <br /> REAM DATA Center 24ft <br /> Span length 24 ft <br /> Unbraced Length-Top 0 ft <br /> Unbraced Length-Bottom 24 ft UNIFORM LOADS Center <br /> Live Load Duration Factor 1.00 Uniform Live Load 40 plf <br /> CamberAdj.Factor 0 Un'rfortn Dead Load 15 plf <br /> Camber Required 0 Beam Self Weight 36 plf <br /> Notch Depth 0.00 Total Uniform Load 91 plf <br /> MATERIAL PROPERTIES TRAPE201DAL LOADS-CENTER SPAN <br /> 16F-E3-E-Rated Southem Pine Load Number Qpg <br /> Base Values A�I�S��d Left Live Load 960 pff <br /> Bending Stress: Fb= 1600 psi Controlled by: Left Dead Load 180 plf <br /> Fb_cmpr= 1600 psi Fb'= 1519 psi Right Live Load 960 plf <br /> Cd=1.00 Cv=0.95 Right Dead Load 180 plf <br /> Shear SVess: Fv= 300 psi Fv'= 300 psi Load Start 0 ft <br /> Cd=1.00 Load End 24 ft <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Load Len th 24 ft <br /> Min.Mod.of Elasticity: E min= 830 ksi E min'= 830 ksi <br /> Comp.1 to Grain: Fc-1= 650 psi Fc-1'= 650 psi <br /> Controlling Moment: 88637 ft-Ib <br /> 12.0 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: -11818 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 sections: Rea'd Pr vi e <br /> Section Modulus: 700.03 in3 762.55 in3 <br /> Area(Shear): 59.09 in2 151.25 in2 <br /> Moment of Inertia(deflection): 7774.74 in4 11533.6 in4 <br /> Moment: 88637 ft-Ib 96553 ft-Ib <br /> Shear: -118181b 302501b <br />