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APR.20.2009 1:49PM STRUCTURAL WOOD CORP MO.226 P.2 <br /> coNIPANY PROJOCT <br /> �"rI I sod arks Welctruer dT'el�Wa11 <br /> � g6 fictl.r.r eros.t,umdr`r <br /> HeplOns.MN <br /> serro .ra.,.ona.rca Wsldenwaod-1.wwc <br /> Apr.TA.20b913'2A <br /> Deakin Check Calculitian Sheet <br /> Stzer E.0 ' <br /> LOADS: <br /> ;And Type DSs2ribucian Ret- 7.41aati8n Ift] magnitude Obis <br /> tarn 9Ca End SCarC 7r1SC <br /> S,ea -- 0e4a -'Axial Um. cc. . .9 ") P <br /> Load2 Sn9. Audi ODL Mee, a 0,92") 630 pit <br /> L,oat evinc tuii Area 1.i.0a r72,0.)' Rat i <br /> -Ts? u . ' r. 48111 -, <br /> MAXIMUM REACTIONS(lbs): <br /> pa <br /> 0' 1T <br /> Wmd 714 <br /> wiv 714 714 <br /> T�all 71 Q 1 -_.-�__.....- <br /> --p 1..P-LVL,2.0E.296DFb,4-3/4X6-1fr',3-FIX71 <br /> Spaced at 77 cic.Self•We(BN of 0.02 elf Irlr:)udoq In lends: <br /> plm■d haw;Loofa==IMMO*,Ke x Lb:1.00x 0.00=0.00 MD Ke x Lel:0.88x 17.60=14.45(it1;Lateral*upped;lop+►lb,eattarn.,Lb; <br /> Anatyeia vs.Allowable Stress(pal)and Deflection(In)using NDS 2305: <br /> Criterion A,tel eib V. 0 •• Value Anal ala/Ona.-n . <br /> a. at - - '(re' -. D• e Fe = <br /> Ilandl.rie t+I th - 1376 8b' . 5145 9m/Tb' - 0.27 <br /> Axial -Cc .. 189 re' F 833 tc/Fc' - 0.23 <br /> Combined IRaial + occpAr-gi 4 s:fse lead banding) )X1.15.4-1 • 0.32 <br /> Axial nearing To a 10il pe- . 3690 1c/reA as 0.05 <br /> ..imaap, Lit Dafl'a . 1.08 . Ll100 lrlj - 1./190 0.96 - <br /> ADDfT1ONAL DATA: .. <br /> rAnTcma. rolc co Cm Ct CL Cv . cfu ex car ci CI: f.,CM - ele; <br /> F•' 799 1.60 - 1.00 - - - - 1.00 - 1.00 1 - - • 1, <br /> fb'+ 2950 1.60 - L.00 1.000 1.09 - 1.00 1.00 - - ! �, rf, <br /> t'cg' 750 - , L.00 - - - - 1.00 - - - L ff ` <br /> Fc' 3700 1.1„5 - 1.00 0,22f - - - 1.04 - - �r} , 'ti �`�`, <br /> £c'eamb 3200 1.60 - - 0.164 - - - - - - 9 , : 1' '• L•• 1 �, <br /> E' 2.0 million - 1.00 - - - - 1.00 - - } (: 1, PROFFS$IINAL 'I rl <br /> klltin' 1.04 million - 1..OD - - - - 1.00 4 i <br /> Vo` 3200 1.10 - 1.00 - - - - 1.00 - - 2 [N INn- r! <br /> sbeLtr ,! .t 41 R .6D+N, v . 714, v dtezpn - 911 7b! s'• ., No.,21393 . .;i <br /> Rund0-ny(1•t a Lc iF{ - .054•1Y, nA - 3035 lbs-ft /..1 , >_ <br /> Deflection: 1•G *4 4 .00+W Ex - 49e06 lb-ia2/ply "f ' . <br /> Axial : Le !2 - D+s+ r .- 5440 lbe Al a 1.00 1rr F - <br /> eq.15.4-1 ; LC M3 . D+.73(s+!P) _b-- 1632 D"J+• 5145 ,, <br /> k'aE' 037 exe/9-fo(+1k$/0)- 151 <br /> TD-dm.14 L.lieu 335nee Wrw3,nd 7=fact C-panatruetior nc.conc•ptrnted) <br /> (A.11 LE's ase l_steel in the Analysis rn:tpnt) <br /> Lord combinations: zoe.-lac <br /> DESIGN NOTES: <br /> I,Please warty That Me dalault aallealen Amita are appropriate far your ippYpd7an- <br /> 2.RUILT-UP COLUMNS!nailed or bolted bullbup columna std conform to the pr4vlilans of NOS Clause 15.3. <br /> 3.SG..-CoIwnna f3truelural Compndris L.Nre ar7:Me at>#dled SCL soleallon is for pi1iminay design drily.For ono r7wmoer tleaart 00r7ta0tyear tonal <br /> SCL manufacturer. <br /> KI A G. PbSTS AT 4- /...oc.A--TI b AS <br /> MAKE I__'S - 2 of I...erti utT <br />