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<br /> Wood Bean.)Ca/CUlator
<br /> CASTRUCTIONCALE 511017
<br /> Pa.
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<br /> Job Name: Langue Residence
<br /> Beam 1.0.; Seem 5
<br /> Other Info.: Rin4sed Gams*
<br /> 3,000—
<br /> General Information Lead end Span Diagram eat TO sad.)
<br /> SPian,L 23.0015 I2 COO—
<br /> Max,Mowed Live Deflection,L/ ,_ft_60______ •am is a 1 I
<br /> Max Mewed Total Deflection,L/ __MI__ 1
<br /> .1 4, 000-- I
<br /> Load Duration I foils/ire(Live) 'IC ] 0*
<br /> I t t I t 1 1
<br /> 5 10 15 20 25 30
<br /> Add SoU VA.? 0 Yes ORO .1,000 IS`
<br /> X
<br /> Loads Other Than , g3—
<br /> Uriform Loads? IYes to l Span(6)
<br /> Uniform Loads Over Full Length of Member •
<br /> Tributary Uniform We Reduced Live Unit Deed Lead,
<br /> In,plift ,d pal width,ft Load,pit Load.pd. p11.
<br /> Floor LoadsrI .
<br /> I ,
<br /> Load Subtotals • .
<br /> Total Uniform Loads vi,"1 - I wo
<br /> Combined Total Uniform Load
<br /> Concentrated(Point)Loads
<br /> (Jim toad.¢5f DeltiLlattilLgal Trill-Imdth.4. 1112.31m9ftisd-
<br /> 1 lye lbs Deed jos Location It.
<br /> Point Load Al„,
<br /> [.--------j—-----. - -
<br /> Point Load 13 - _ - xe=
<br /> Point Load C 1o41: 3,1911b 2.5751b xe. 5,00 ft
<br /> Point Load D t DeetrIp'n,op*: , 3,327 lb 2,7351b , Yo. 19,00 71
<br /> Point Load E L--.01!WINIPTh-
<br /> Note:Location Measured From Left Support
<br /> Partial Uniform Loads
<br /> Live Load.oaf Dead Load.ped idbutaly vddst,1/ LELILL2MLftif Dead Load.oil Cemb; 1-"d• Sled Point.fl, FM Paint ft,
<br /> Partial Load. Oink_ ___19 fftt ,9,09 ft360.0 WI 90.0 ibift 450.0 UR 0,00 ft 9.0015 ,
<br /> Partial!media 49 osf 10 elf 14.0015 580.0 HMI 140.0ll,* 700.011,111 6,00(1 19.001L
<br /> Partial Load C 40 pet 10 rat 9.00 It 360.01bdt 90,0 Wit 450.0 IbM 19.00 ft 28.00 ft
<br /> Paitiel Load D I,... rgew141.,eart - i
<br /> Partial Load E L.---02tedith,2731i I ., I
<br /> Note:Start and End Points Measured From Left Support
<br /> Wedge Loads(Max at Left End,Zero at Right End)
<br /> Comb'd Load IglalMfadge_
<br /> Live Load.Rif LimitagetLimf Tributaiv width.it Ilya Loed.oft Dead Load.pit a Load.lb
<br /> . %Woe Load AI I I I - -
<br /> 4x And Smeller(Lumber) §x And Larger(Timbers)
<br /> LuMber Material !Douglas Fir-Lerch tig Timber Materiel I Deue flr-Larch J*1
<br /> Lumber Grade lalo,1 --31 Timber Grade IWWPA-No.2 J*1
<br /> Repetitive . - - - 20 x 24
<br /> Member Use? - - - -
<br /> i No 141 - - . -
<br /> •
<br /> Glued 1-airdrUltall.filftMbala 2dEemallarkeaL
<br /> Gleam Grade I 24F-V4 lb I
<br /> . -
<br /> • 5.125 x 25.6 " 1
<br /> - 6.75 x 221
<br /> - 0.75 x 21 Trues-Joist MacMillan I-Joists
<br /> [
<br /> 5 x 27 - -
<br /> (Applies Only‘ToWefliaffl Species Ceued-LarninetedSeams)
<br /> Final Member , RescIMMLIMIUdinn Sett-VO -A AMY!Detail-Incts.ftelf WI,
<br /> !Glued Laminated 1,0 1 Ei Wfle Max Moment 05.1435.5,1
<br /> Final Size; Live t oad, 10,058 lb 9,14211, Member Design Shear. 14,001 lb
<br /> 15.125 x 25.5 p; Deed Load, 4.910 52 4.1.40_11 Total Deflection:1.230 in
<br /> Minimum Beedng Total Load' 0 . . Live Deflection:0,825 in
<br /> Length e 4.51 In FiftetenSVALIIMMber: Recfd El.no self-weight added 1.127E+10
<br /> (Assuming Full.Wdth 11054851 Bending Overdesigm 1.841,
<br /> Sheer OverdeSign: 152% Approx.Self Weight 32.65 ply
<br /> Final Member Selected:5.125 x Deflection Overde5177 13.1% Min Catc'd Bearing Length 4,51 in
<br /> 25.5,Glued Laminated,24F-V4
<br /> Thie member makes It by: 1.5%
<br /> Controlling criteria le: Beading
<br /> Besmxls
<br /> (/:91/1(41)
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