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Project:214412 page <br /> LARRY IEPOWSKY <br /> Location:KIT/GRT.ROOM GIRDER TRUSS D.F.P.PLANNING 8�DESIGN <br /> Multi-Loaded Mufti-Span Beam 9100 BALTIMORE ST a <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> 5.OINx31.6251Nx33.5FT <br /> 16F-E3-E-Rated Southem Pine-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:1.1°k LOADING DIAGRAM <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center <br /> Live Load 0.35 IN U1144 <br /> Dead Load 0.54 in <br /> Total Load 0.89 IN U452 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 � <br /> REACTIONS A � z <br /> Live Load 2846 Ib 5384 Ib <br /> Dead Load 4318 Ib 7507 Ib <br /> Total Load 7164 Ib 12891 Ib <br /> Bearing Length 2.20 in 3.97 in <br /> BEAM DATA Center ss.e rt <br /> Span Length 33.5 ft <br /> Unbraced Length-Top 0 ft <br /> Unbraced Length-Bottom 33.5 ft UNIFORM LOADS C n r <br /> Live Load Duration Factor 1.00 Uniform Live Load 0 plf <br /> Camber Adj.Factor 0 Un'rform Dead Load 0 plf <br /> Camber Required 0 Beam Self Weight 38 plf <br /> Notch De th 0.00 Total Uniform load 38 plf <br /> MATERIAL PROPERTIES pOINT LOAOS-CENTER SPAN <br /> 16F-E3-E-Rated Southem Pine Load Number Qpg � <br /> Base Values A�l�� Live Load 0 Ib 0 Ib <br /> Bending Stress: Fb= 1600 psi Controlled by. Dead Load 5281 Ib 2199 Ib <br /> Fb_cmpr= 1600 psi Fb'= 1491 psi Location 17.5 ft 32 ft <br /> Cd=1.00 Cv=0.93 <br /> Shear Stress: Fv= 300 psi Fv'= 300 psi TRAPEZOIDAL LOADS-CENTER SPAN <br /> Cd=1.00 Load Number Qp,g Two Three <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Lefl Live Load 80 plf 454 pif 40 pif <br /> Min.Mod.of Elasticity: E_min= 830 ksi E_min'= 830 ksi Left Dead Load 30 plf 170 pff 15 plf <br /> Comp.1 to Grain: Fc-1= 650 psi Fc-1'= 650 psi Right Live Load 80 plf 454 plf 40 plf <br /> Right Dead Load 30 pif 170 plf 15 plf <br /> Controlling Moment: 102427 ft-Ib Load Start 0 ft 17 ft 32 ft <br /> 17.75 Ft from left support of span 2(Center Span) Load End 17 ft 32 ft 33.5 ft <br /> Created by combining all dead loads and live loads on span(s)2 Load Len th 17 ft 15 ft 1.5 it <br /> Controlling Shear: -11246 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 d <br /> Section Modulus: 824.37 in3 833.45 in3 <br /> Area(Shear): 56.23 in2 158.13 in2 <br /> Moment of Inertia(deflection): 10507.86 in4 13178.94 in4 <br /> Moment: 102427 ft-Ib 103555 ft-Ib <br /> Shear: -112461b 316251b <br />