Laserfiche WebLink
page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:FR.PORCH LEFT D.F.P.PLANNING&DESIGN <br /> Mufti-Loaded Multi-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (3)1.51Nx11.251Nx29.83FT(13.4+2.3+14.1) <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:45 AM <br /> Section Adequate By:5.0°k <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> 'Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS �g$ Center $igbS LOADING DIAGRAM <br /> Live Load 0.13 IN U1230 -0.01 IN U3746 0.16 IN U1090 <br /> Dead Load 0.05 in 0.00 in 0.06 in <br /> Total Load 0.18 IN U872 -0.01 IN U2671 0.22 IN U772 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � S� D <br /> Live Load 1348 Ib 4546 Ib 4895 Ib 1405 Ib <br /> Dead Load 556 Ib 848 Ib 1096 Ib 579 Ib <br /> Total Load 1903 Ib 5394 Ib 5991 Ib 1984 Ib <br /> Uplift(7.5 F.S) 0 Ib -1927 Ib -1509 Ib 0 Ib <br /> Bearing Length 1.00 in 2.82 in 3.13 in 1.04 in <br /> BEAM DATA L�fe en r Riaht <br /> Span Length 13.42 ft 2.33 ft 14.08 ft �s.a2rt taoaft <br /> Unbraced Length-Top 0 ft 0 ft 0 ft <br /> Unbraced Length-Bottom 13.42 ft 2.33 ft 14.08 ft <br /> Live Load Duration Factor 1.00 UNIFORM LOADS Lgi� nt r �ghs <br /> Notch Depth 0.00 Unfform Live Load 250 plf 250 plf 250 plf <br /> MATERIAL PROPERTIES Uniform Dead Load 94 plf 94 plf 94 plf <br /> #2-Spruce-Pine-Fir Beam Self Weight 9 plf 9 pff 9 plf <br /> Base Values �,iusted Total Uniform Load 353 plf 353 plf 353 plf <br /> Bending Stress: Fb= 875 psi Fb'= 987 psi <br /> Cd=1.00 C1=0.98 CF=1.00 Cr-1.15 <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.�-to Grain: Fc-1= 425 psi Fc-1'= 425 psi <br /> Controlling Moment: -7440 ft-Ib <br /> Over left support of span 3(Right Span) <br /> Created by combining all dead loads and live loads on span(s)2,3 <br /> Controlling Shear: 2717 Ib <br /> At a distance d from left support of span 3(Right Span) <br /> Created by combining all dead loads and live loads on span(s)2,3 <br /> Comparlsons wkh required sections: Rea'd Provided <br /> Section Modulus: 90.44 in3 94.92 in3 <br /> Area(Shear): 30.19 in2 50.63 in2 <br /> Moment of Inertia(deflection): 248.9 in4 533.94 in4 <br /> Moment: -7440 ft-Ib 7809 ft-Ib <br /> Shear: 27171b 45561b <br />