Laserfiche WebLink
page <br /> Project:214412 / <br /> LARRY LEPOWSKY <br /> Location:DECK FACE D.F.P.PLANNING 8�DESIGN <br /> MuRi-Loaded Multi-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> 5.251N x 11.875 1N x 16.0 FT <br /> Level 2 Wolmanized Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:46 AM <br /> Section Adequate By:6.9°� I.OADING DIAGRAM <br /> Controlling Factor:Deflection <br /> DEFLECTIONS Center <br /> Live Load 0.33 IN L/580 <br /> Dead Load 0.17 in <br /> Total Load 0.50 IN U385 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> z <br /> REACTIONS A � � <br /> Live Load 1920 Ib 1920 Ib <br /> Dead Load 2028 Ib 2389 Ib <br /> Total Load 3948 Ib 4309 Ib <br /> Bearing Length 2.04 in 2.23 in <br /> BEAM DATA Center 1en <br /> Span Length 16 ft <br /> Unbraced Length-Top 0 ft <br /> Unbraced Length-Bottom 16 ft UNIFORM LOADS Center <br /> Live Load Duration Factor 1.00 Uniform Live Load 240 plf <br /> Notch Depth 0.00 Uniform Dead Load 90 plf <br /> MATERIAL PROPERTIES Beam Self Weight 19 plf <br /> Level 2 Wolmanized Parallam-iLevel Trus Joist Total Uniform Load 349 plf <br /> Base Values AdiusteS! pOINT LOADS-CENTER SPAN <br /> Bending Stress: Fb= 1827 psi Fb'= 1829 psi Load Number Qn� � <br /> Cd=1.00 CF=1.00 Live Load 0 Ib 0 Ib <br /> Shear Stress: Fv= 197 psi Fv'= 197 psi Dead Load 1146 Ib 1519 Ib <br /> Cd=1.00 Location 0.25 ft 15.75 ft <br /> Modulus of Elasticity: E= 1460 ksi E'= 1460 ksi <br /> Comp.1-to Grain: Fc-1= 368 psi Fc-1'= 368 psi <br /> Controlling Moment: 11517 ft-Ib <br /> 8.0 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: -2838 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 Provided <br /> Section Modulus: 75.55 in3 123.39 in3 <br /> Area(Shear): 21.61 in2 62.34 in2 <br /> Moment of Inertia(deflection): 685.35 in4 732.62 in4 <br /> Moment: 11517 ft-Ib 18808 ft-Ib <br /> Shear: -28381b 81881b <br />