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Project:214412 page <br /> LARRY LEPOWSKY <br /> Location:DECK#2 FACE D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Mutti-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)� BLAINE MINN.55449 <br /> 5.251Nx14.01Nx20.OFT <br /> Level 2 Wolmanized Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:47 AM <br /> Section Adequate By:31.2% J.OADING DIAGRAM <br /> Controlling Factor:Deflection <br /> DEFLECTIANS Center <br /> Live Load 0.33 IN L/717 <br /> Dead Load 0.17 in <br /> Total Load 0.51 IN L/472 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � <br /> Live Load 1212 Ib 1726 Ib <br /> Dead Load 687 Ib 882 Ib <br /> Total Load 1899 Ib 2608 Ib <br /> Bearing Length 0.98 in 1.35 in <br /> BEAM DATA Center 2o rt <br /> Span Length 20 ft <br /> Unbraced Length-Top 0 ft <br /> Unbraced Length-Bottom 20 ft UNIFORM LOADS n er <br /> Live Load Duration Factor 1.00 Unfform Live Load 0 plf <br /> Notch Depth 0.00 Un'rfortn Dead Load 0 plf <br /> MATERIAL PROPERTIES Beam Self Weight 23 plf <br /> Level 2 Wolmanized Parallam-iLevel Trus Joist Total Uniform Load 23 plf <br /> Base Values BS�1Sd�S�d TRAPEZOIDAL LOADS-CENTER SPAN <br /> Bending Stress: Fb= 1827 psi Fb'= 1796 psi Load Number Qqg � <br /> Cd=1.00 CF=0.98 Left Live Load 0 plf 180 plf <br /> Shear SVess: Fv= 197 psi Fv'= 197 Psi Left Dead Load 0 plf 68 plf <br /> Cd=1.00 Right Live Load 104 plf 180 plf <br /> Modulus of Elasticity: E= 1460 ksi E'= 1460 ksi Right Dead Load 39 plf 68 plf <br /> Comp.l to Grain: Fc-L= 368 psi Fc-1'= 368 psi Load Start 0 ft 5.17 ft <br /> Load End 5.17 ft 20 ft <br /> Controlling Moment: 12547 ft-ib Load Len th 5.17 ft 14.83 ft <br /> 10.4 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: -2337 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 /> Comparlsons with required sections: Rea'd Provided <br /> Section Modulus: 83.84 in3 171.5 in3 <br /> Area(Shear): 17.79 in2 73.5 in2 <br /> Moment of Inertia(deflection): 915.13 in4 1200.5 in4 <br /> Moment: 12547 ft-Ib 25667 ft-Ib <br /> Shear: -23371b 96531b <br />