Laserfiche WebLink
page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:GRT.ROOM REAR WDW D.F.P.PLANNING&DESIGN <br /> Mufti-Loaded Mutti-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx5.51Nx9.33FT(2.5+4.3+2.5) <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:128.3°k LOADING DIAGRAM <br /> Controlling Factor:Shear <br /> nEFLECTIONS Lg$ Center $'Lql1t <br /> Live Load 0.00 IN U8588 0.01 IN U3486 0.00 IN U8588 <br /> Dead Load 0.00 in 0.00 in 0.00 in <br /> Total Load 0.00 IN U8218 0.02 IN U2711 0.00 IN U8218 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � � g <br /> Live Load 302 Ib 1063 Ib 1063 Ib 302 Ib <br /> Dead Load 72 Ib 399 Ib 399 Ib 72 Ib <br /> Total Load 374 Ib 1463 Ib 1463 Ib 374 Ib <br /> Upiift(1.5 F.S) -69 Ib 0 Ib 0 Ib -69 Ib <br /> Bearing Length 0.29 in 1.15 in 1.15 in 0.29 in 2.5 tt 4.33 R 2.5 ft <br /> BEAM DATA Lg�f C,e�r tgi Riaht <br /> Span Length 2.5 ft 4.33 ft 2.5 ft <br /> Unbraced Length-Top 0 ft 0 ft 0 ft UNIFORM LOADS � Center R,_gh1 <br /> Unbraced Length-Bottom 2.5 ft 4.33 ft 2.5 ft Unfform Live Load 260 plf 260 plf 260 plf <br /> Live Load Duration Factor 1.00 Un'rform Dead Load 98 plf 98 plf 98 plf <br /> Notch Depth 0.00 Beam Self Weight 3 plf 3 plf 3 plf <br /> MATERIAL PROPERTIES Total Unifortn Load 361 plf 361 pif 361 plf <br /> #2-Spruce-Pine-Fir <br /> Base Values A�liusted <br /> Bending Stress: Fb= 875 psi Fb'= 1130 psi <br /> Cd=1.00 C/=0.99 CF=1.30 <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.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi <br /> Controlling Moment: -512 ft-Ib <br /> Over left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s) 1,2 <br /> Controlling Shear: 650 Ib <br /> At a distance d from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)1,2 <br /> Comparisons with required sections: Rea'd Pr vi d <br /> Section Modulus: 5.43 in3 15.13 in3 <br /> Area(Shear): 7.23 in2 16.5 in2 <br /> Moment of Inertia(deflection): 5.73 in4 41.59 in4 <br /> Moment: -512 ft-Ib 1425 ft-Ib <br /> Shear: 6501b 14851b <br />