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• <br /> 5110/17 <br /> Pg. <br /> Wood Beam CalculatorC`CA1�S RUCTIONCALC <br /> Assumptions:Beams ere simple span(no overhangs,atcJ,Ful longpra/lop ofbeam 1siekrrallysuppodad Noahear - ._. .' <br /> gnats msdlf elfons, <br /> fleads la etmeg axis m4 No wet use°thigh moisture content.Nehigniempendure use. <br /> Drool tclos/ng not coasdfrlamd.Design values tram 1997 Neftonsl Design Spec tan for Wood Consfnrctton. yaaw.tx+nsfnrcliencatacom <br /> lalselaima*:All user of This sofatara shall comply with Slate Englneerirrg Low,which spedlies who may perfenn <br /> engineering,anddeInee the practise of engineering, <br /> Job Name: Langus Residence <br /> Beam I.D.: Beam 2 <br /> Other Info.: Revised Garage <br /> General information 800— Load and Span Diagram(Not To scale) <br /> Span.L= 8.01)ft 600 at <br /> Max.Allowed Live Deflection,L/ 360 _I•027 in <br /> Max.Mowed Total Deflection,L! 240 J..OAaIn <br /> '$00— <br /> Load Duration lien Years(Live) 1.1 9 <br /> 0a I t I I I t I at- t <br /> Add Self WL? ®Q Yes O as _200 s 1 2 3 4 5 6 7 5 9 <br /> Loads Other Than <br /> Uniform Loads? No Y X104- Span(ft) <br /> Uniform Loads Over Full Length of Member <br /> Tributary Uniform Live Reduced Live Unit,Dead Load, <br /> Live,pat Dead,pat width,ft Load,Of Load,pit, pit <br /> Floor Loads 330 paf I 250 pet ( 1.00 ft I 330.0Ib/ft 330.0Ib1ft 250,0lb/ft <br /> Load Subtotals 330.0IMft 330.0 lb/ft 250.0lb/ft <br /> Total Uniform Loads WI= 330.0Ib1R-1 W0=r 250.0Iblft 3 <br /> Combined Total Uniform Load W.a 580.0 VA <br /> 4x And Smaller(Lumber) _r ..._ t4 et..c, <br /> Lumber Material 'Douglas Fir-Larch 10 I Timber Material Douglas Fir-Larch 111 <br /> Lumber Grade No.1 j 4] Timber Grade WWPA-Ne.2 A <br /> Repetitive 3:x 14 - - - <br /> Member Use? (212 x 124 x t e 8 x 10 - - <br /> INo (3)2x10 . ,, 8x16 - Mme. <br /> SIlI,estLSminated Members 2.(IE Parallem PSL <br /> Glulam Grade j24F-V4 IdCl 1314"x 9.1(4" 8Af4"x 9114" <br /> 2-11116"x 9-114" 7"x 9-1/4" <br /> 2,6x7.5 5.126x8 31/2"x9.1/4" <br /> 3x7,6 8.78x7.8 <br /> 3.128 x 74 815 x 9 Truss-Joist MacMillan l-Joistg <br /> 5 x 6 _ - <br /> (Applies Only To Western Species Glued-Laminated Beams) , <br /> Final Member: >.; ... • ,-,. -. ,.. .. A*<tfrij, tell•incl.Self Wt, <br /> Sawn Wood i T Rt R. Max Moment:4,706 ft-lb <br /> Final Size: Live Load: 1,320 lb 1,320 lb Member Design Shear 1,900 lb <br /> 4 x 10 1. Dead Load: 1.033 tb i,033 lb Total Deflection:0.138 in <br /> Minimum Bearing Total Load: 2,363 lb 2,363 lb Live Deflection:0.075 in <br /> Length gs 1.60 In g . :, . .,, <br /> (Assuming Pull-Width Bearing) Bending Overdesign:6.1% Req'd El,no self-weight added taa t nt 1.338E 08 <br /> Sheer Overdesign:7.955 Approx.Self Weight 8.28 p11 <br /> Final Member Selected: 4 x'10, Deflection Overdesign: 189.5% <br /> Mira.Oa 'd Bean t 1.:,AL. 1.09 in • <br /> Douglas Fir-Larch, No. '1 <br /> This member makes it by: 6.1% <br /> Controlling criteria Is: Bending <br /> Seam.* .1 ,,.,„„ <br />