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- - - - 5110117
<br /> . - - Pg.
<br /> Wood Beam Caictdator
<br /> Assumptions Beams am nos�Aanye, C $�RUCTlC3+NCALC
<br /> otosr sm 11rnv t!«n. �stt've*e efaj ittIh),hWpdbeaeelm,L oNg i'dm Na
<br /> Bende01 mda Quay.maarxusaons,Dortgst dcatla ju Waodemperalare
<br /> era gnemb baknp noloomtdased Design new from taFT National t)oalpn Spaci6caE+art TorlYaod ;;m..ron•^ nor.r...-
<br /> ConstuM'on
<br /> acglaverkg.and mos ds rot A WesF.nP»aoring Cove,rrhxh apectror eho,eaypedxm
<br /> maks of anata001LIA
<br /> Job Mame: Langus Residence
<br /> Beam 1,D,: Deem 3
<br /> Other Info,: Revised Garage
<br /> General Information 1 00 Load and Span Diagram(rmsros0).)
<br /> Span,L=IlingE,CMIlil �6 OD
<br /> Max.Allowed Uva Deflection,L 1...,,,._ 260,_,__ n mie '$400
<br /> Max.Allowed Total Deflection,L! -",..„.Z4Q,-•__-ons.. 00--
<br /> LoadOuration ITen Years(Uvo) ib( 1 0: -I 1 1 1 1 4 4
<br /> -200 e 2 4 6 0 10 12 14
<br /> Add Self M.? Q res Otis -400 x
<br /> -
<br /> Loads Other Than 600
<br /> Onium)Loads? !Tea I.1 Bas- Span(m
<br /> Uniform Loads Over Full Length of Member
<br /> Tributary Uniform Live Reduced Live Unit Dead Load,
<br /> Live,pat Dead,paf Width,ft Load,elf Load pa pd.
<br /> Floor Loads 340.orf 2 0.: _,. 1.00 11-1 340,013(5 . 340,0(3)0 270,0IbI0
<br /> Load Subtotals- 340,0 11/81 340.0 ring 270.01M5
<br /> Total Uniform Loads - vrt=I 340.0IW5 I wo'I 270.01010 l
<br /> Combined Total Uniform Load wu= .510.0 OM
<br /> Concentrated(Point)Loads
<br /> l lye l o&oaf Dead Load osf Trib.WMdih ft. Tdb.Length.ft.
<br /> Live.lbs Deed.ll)S Local in,a,
<br /> PointLoadA
<br /> - - x.=
<br /> Point Load B I .A - xe_
<br /> Point Load C Deseip ,eptt: 1,3201b 1,0331b W xo= _ 11.005
<br /> Point Load D I Dead],,gpt1 xo m
<br /> Point Load E Desatuh,oyes: Y.'.
<br /> Note:
<br /> e-
<br /> Note:Lomgan Measured From Left Support
<br /> Partial Uniform Loads
<br /> Iva I oral 05f: Dead Load PK.7;977sitffiY.119dlh.11' Live load..&lf PAelload.df Comb Load. .agm:L?41n1a> anaemia.,
<br /> Partite Load Load A , - - -
<br /> Partial toad B - - -
<br /> Partial Load C — - - - _.. .
<br /> Partial Load tit ___Omdrl,ypl: -
<br /> Partial Load E _fis.n1 ..epnl -
<br /> Note:Start and End Points Measured From Leh Support
<br /> 1
<br /> Wedge Loads(Max at Left End,Zero at Right End)
<br /> r I rad.osf aged Load,not Ttibulary width.ft Use Load.alf Deed Load.pit Combos load To
<br /> tai Wt b
<br /> Wedge Load Al I I l _ - Load.b
<br /> 4x And Smaller(Lumbar) 6x And Larger(Timbers)
<br /> Lumber Materiel ibouglae fir-larch _lel Timber Material IDouglas Fir-larch +r
<br /> Lumbar Grade INo.1 _14;1 Timber Grade i1MYl'A-No.2 1411
<br /> Repetitive - 12 x 14 -
<br /> Member Use? - - 6x101 14x14 -
<br /> - axle lisle -
<br /> 10x14
<br /> Glued Laminated Membans 1.0E Perailam PSL
<br /> Gluten Grade I24r-Yd 11:1 _ a.114”a 5412"
<br /> 2A1r1e v1t" r"xa114"
<br /> 2.6 a 15.6 5.120 x 16fi 3112!'a 41.114"
<br /> 3515 5.75510,6
<br /> 3.126 a 43.6 01.78 5.9 Tess-Joist MacMillan t-JoIst;t
<br /> ..5x10.6 - _ -
<br /> (Applies Only To Weslevn Species Gfued-Lam(neted Beams) -
<br /> Final Member. ReAotlona.IncludinpSelf.-Welnht Addi Detail-lnd,Self.1NL
<br /> pitied Laminated 1-I at HA Max Moment 15,820 1143
<br /> Final Size: ��� Line Load: 2,4131b 3,327 3 Member Design Shear:5,498 lb
<br /> 15.125 x 10.5 Ill Deed Load: 2,001 fp 2.1.11/ Total Deiec5on:0.544 In
<br /> _. Minimum Beating Total Loan„„, •4.14 lb 144310 Live Dellection:0,304 In
<br /> Length e 1.81.In EHImtmnov ot,Mamb.G
<br /> Bending Overdesl 20594 Rey'd El,no sell-weight added 7.315E400
<br /> •vt5
<br /> (Assuming Fulidlh Reefing) Bending - res"94h1•.
<br /> Sheer Overdeslgn'240% Approx.Sell Weight 13.41 p1
<br /> Final Member Selected:5,125.x Dene660sOvefdeslgn: 19.5% Min Calodgeer(rpeLenoth 1.81 In
<br /> 10.5,Glued Laminated,24F-V4 ..
<br /> This member makes II by: 10.6%
<br /> Controlling criteria la: Deflection
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