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• <br /> 6110117 <br /> Pg. <br /> Wood Beam calculatorC �RucTIoNCALc <br /> Assumettons;Beams weespan(neoyeth a eta.).Rig 1esgthoftop ofbsam1slafela supported No shear <br /> chessmadlScettens.Berdi�sknngaxle only.No wet use orhtghmoistem content.Noldghtonrpeadutevss <br /> t)ytramfc loading net conatderod.Des/go valves tram 1997 National Des/n Specification ter Wood Constreclan, <br /> Ols91simari All useta of this software shall compfywith State Engtnaarhrg Law,which specifies who may perform <br /> ergleemleg,and defines the practice afangineering. <br /> Job Name: League Residence <br /> Beam W.: Beam 1 <br /> Other info.: Revised Garage <br /> General Information 600— Load and Span Diagram(Nat To scala) <br /> Span,L 7.00 ft -_l 600 x <br /> Max.Mowed Live Deflection,L/)-.,--_-. _360 .023 a, g00 <br /> Max.Mowed Total Deflection,L/)„ 240 ,,j"033,a <br /> x100- <br /> Load Duration Ten/ears(Live) n 30* I 1 I I 4 1 K 1 <br /> Add Self Wt.? Yes ©Ho -200$ 1 2 3 4 S 6 - 8 <br /> Loads Other Than i <br /> Uniform Loads? [No 1$J -400— span(It) <br /> Uniform Loads Over Full Length of Member <br /> Tributary Uniform Lie Reduced Llan Unit.Dead Load, <br /> Live,pat Dead,pat width,ft toad,p1f Load,pit p1f. <br /> Floor Loads! 380 psf 1 280 psf ( 1.00 ft 1 380.01btn 380.0lb/Il 280.0Ibtt <br /> Load Subtotals 380,0 VD 380.0Ibtfi 280.0 i#ult <br /> Total Uniform Loads vii=1 380,0 9t/ft I wo 4 280.8 lb till <br /> Combined Total Uniform Load WU m 660.0 ttNft <br /> 4x And Smaller(Lumber) 6x And Larger(Timbers) <br /> Lumber Material 1 Dottglas Fir-Larch 1*1 Timber Material 'Douglas Fir-Lamb Lc <br /> Lumber Grade 1No,2 1jel Timber Grade J WWPA-No.2 141 <br /> Repetitive - 3 x 14 - - t <br /> Member Use? (2)2x12 4x166x10 <br /> {No It.I (3)2x10 6x14 - <br /> Glued Laminated Membera 2.OE Parallafn PSL <br /> GiudamGrade 124F-V4 it' 1-314"x9.114" T 6-1/4"x9.1/4". <br /> 2-11118"x 9.114" 7"x 9.1/4" <br /> 2,5x7,5 5.125 x 6 3.412"x94/4" <br /> 3x7.5 6.76x7.5 <br /> - <br /> 3,125x7.5 8.76x9 Truss-Joist MacMilfaDJ-l4lst6 <br /> 6x6 - <br /> (Applies Only To Western Species Gluad•Laminated Beams) „ <br /> Final Member: 8811.0{.4tlt,8„i_n„ .,;li 1 e1Pi1t Adel Detail-incl.Self Wt, <br /> ISalm Wood I"f Bi fia Max Moment:4,0938-lb <br /> Final Size: Live Load: 1,330 lb 1,330 9r Member Design Shear. 1,824 lb <br /> 14 x 10 I. Dead Load: 1009 ill .2,009 fh Total Deflection 0.098 in <br /> Minimum Bearing Total Load: 2,339Ib 2,339 Ib Lie Deflection:0.056 in <br /> Length=1.60 in Efficiency of Member: <br /> (Assuming Full-NMdth Bearing)) Bending Overdes#gn:9.7% Rem EI,no selfweight added('e11.019E408t <br /> Shear Overdeslgn:12.4% Approx.Self Weight 8.28 plf <br /> Final Member Selected: 4 X 10, Deilect#on Ovardesign:258.1% Min.Gaidd Beerosg Length 1.07 in <br /> Douglas Fir-Larch, No.2 <br /> This member makes it by: 9.7% <br /> Controlling criteria is: Bending <br /> BQam.x18 Q__/3 <br />