ML20154R066
| ML20154R066 | |
| Person / Time | |
|---|---|
| Site: | 07109183 |
| Issue date: | 05/25/1988 |
| From: | Wells A NAC INTERNATIONAL INC. (FORMERLY NUCLEAR ASSURANCE |
| To: | Macdonald C NRC OFFICE OF NUCLEAR MATERIAL SAFETY & SAFEGUARDS (NMSS) |
| References | |
| 24349, AHW-88-55-ETS, NUDOCS 8806070204 | |
| Download: ML20154R066 (72) | |
Text
i RETURN TO 406.SSfil-9/831
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Nuclear Lasurance Corporation f
6251 Crooked Creek Road l
Suite 200 i
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Norcross, Georgia 30092 j
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Teler 682702o f
FAX # (404) 4471797
%tnnbe.'gstrasse 9 800* Zunch, Switzerland
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---VIA FEDERAL EXPRES D00 nto %
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Mr. Charles E. MacDonald, Chief e
i MM E 6 ISgg f gAE0 Transportation Branch Division of Safeguards and Transportation i O ua U.S. Nuclear Regulatory Commission i
km src7 PO Box 20555 O
Docan cu;o, ng Washington, DC 20555 g
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Dear Mr. MacDonald:
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l Nuclear Assurance Corporation requests an amendment to certificate of l
Compliance 9183, Revision No. 3, to incorporate drawings NAC-347-586 F2 and J
%C-341-586 F3 of the ISO container configuration into the Certificate of
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.ompliance in a fashion similar to the NL1-1 The materials of construction and weldments of the cas/2 cask certificate.
k support attachments in ISO containers are shown in drawings NAC-347-586-F2 and NAC-347-586-F3 which are enclosed. The ISO containers for the NAC-1 casks were made by two different companies: Adamson of England and Evermaster of Taiwan, so two drawings are required.
Nuclear Assurance Corporation has reviewed the cask support httachments for the NAC-1 cask as part of our evaluation of the NL1-1/2 cask, Certificate of Compliance 9010 as shipped in an International Shipping Organization (IS0) container. The NAC-1 cask supports are alumino:n, unlike the NLI-1 and are attached by welding to an aluminum mounting alate.
The alumin /2, um mounting plate is welded to the aluminum floor deck of tie ISO l
l container.
(ISO ccntainers are steel structures and aluminum floors arc l
standard.)iner To insur that the attachment of the NAC-1 cask supports to the ISO conta is stronger than the NAC-1 cask supports themselves, bolts are inserted through the aluminum support plate, the aluminum floor deck, i
and the ISO container steel floor beams.
Analyses of the bol tir,q arrangement and the weldment of the aluminum support plate to the alumint.m floor deck are enclosed.
The analyses include an evaluation of the NAC-1 supports under a 29 load (longitudinal, lateral, ar.d vertical) which was performed prior to placing the NAC-1 in service in the ISO container.
The ISO containers are load tested, as shown in the attached certificates.
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These analyses and load tests show the capability!of the overall system to l
handle 2g loads.
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The drawings show the center of gravity of the two ISO containers with the loaded NAC-1 on the Fontaine drop-frame trailer. The center of gravity of the NAC-1 in either container is lower than the NLI-1/2 center of gravity, as shown below:
Center of Gravity NLI-1/2 on TSI trailer:
79.4 inches (Confi NLI-1/gurations A, 8, C)ler:
2 on Fontaine trai 74.9 (Configuration D: ISO container)
NAC-1 on Fontaine trailer:
67.7 (Evermaster ISO container NAC-1 on Fontaine trailer):63.1 (Adamson ISO container)
In accordance with 10CFR170.31, a check for $150.00 is enclosed for this license amendment.
Should you have any questions or require additional information, please contact me.
Sincerely, NUCLEAR ASSURANCE CORPORATION Alan H. Wel1s, PhD Manager, Licensing and Analysis Engineering and Transportation Systems AHW/kad Enclosure E
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FREIGHT CONTAINER CERTIFICATE Name of Manufacturw Adamson Co9&ainers Ltd.
Certificate No.
501176 Locanon of works Station Road, Reddish, office Manchester Stockport, Ch e shitco.
cate 30.10.65.
This is to certify that the freight containers desenbod below have been manufactured at thase works and constructed and tested in accordance with the requirements of Uoyd's Register of Shipping for the Construction and Certification of Freight Containers and conform to the requirements of the international Convention for Safe Containes, The dotads of design, materials, cons.ruction and workmanship conform to the approved plans and to the prototype container identified as follows:
Manufacturer's Serial No.
938/001 Tare weight 2080 ko Ty.w Approval No. and C.s.C. Approvst Ref trence G8-LR 6820-9/85 Serial numbers Manufacture's mod.i numbw CC-HH-1 owne's l
Manufactur w ii Date of manufacture (year and month) 1985 September Type of container 20'x8'x4'3" Open Top 850001 9*8/001 4
Rating 27000 ko 59520 lb (Maximum operating gross weight) ta to ownu's name and code letters NACU 850004 938/004 Nuclear Assurance Corporation Uoyd's approved sadorsements:
Stacking capability 160000 ko 352740 lb Stacking test load 72000 ko on co'aw Transverse rocking test load 15240 ko 33600 lb End wall strength N/A s;de weil stronoth N/A First examination due date 1990 AUGUST 1
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I Nutriber of I
containers covered FOUR by this certificate 1
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,ADC Authonsed sgnatory on trehalf of Manufacturer The undwsigned has carned out quahty control surveillance at the above works dunng construction in accordance.with the Fresht Container Certif* cation Scheme and has camed out exammations and supervised Timber immunisation endorsement-see overleaf Surveyor to Uoyd$ Register of Shipping Form 5202 (FC 124) (11/78)
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..H-CARGO CONTAINER.
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PROTOTYPE TEST CERTIFICATE 4
Design Type Num'cer: AB/ 785
/ 86 Certineate No. 66-TA 0220-X 27 Septe=ber 1986 Date
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THIS 15 TO CEttTITY that the undersigne,i Sur+eyor to the Amencan Bureau of Shipping did. at the reques: of Chur.g-1.1 Iver: aster Ir.&.totrial Ccrperaticn anend the.e plant at on the 27-1 day of._.. September._lC66_ "m?N";in order to examine, and report uport, a Protorpe Cargo Cont.uner tested in accordance with the American Bureau of Shipping Rules For Certifiestion of Cargo Contoiners.
The conuiner in constructed in accordance with prints reviewed an.. 22_fep'.cbe".19?4ference I-35K-3250 K03-2051CC00 in eenforrnance with g-neral arrangement drawings --.... -
. The resdts, and comrnents, of said test are in le5! repo rt.J'.6..."_"M". 0~O.'n e
1 Si2e 2C' x S' x 8' Model E2051-ClSA De scription Open Tcp
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27,CCC 2gs.
Tate Tt.
3,C50 kgs.
Serial Nurnber E-S614400 & I-S61t.40:
L:sd A piled Remarks
_ Structural Test W1. thin tolerer.0cc 7.11.1.
Dim.nsional Check 7.11.2 Saekir g 86,4C0 kgs 7.11.3 Liit:ng. Tep 54,000 kgs 7.11.4 Liftir.g. Bortom 54,0C0 kgs 7.11.5 Lifting. FLP Leaded N0t Applicable 7.11.6 L:f:ir.g. FLP Unlouded Not Applicable Not Applicable j
7.11.7 Liit:ng Graepler Arm Pad Poor Strp..w. Capp,nt:a4 )
5,46C kgs 7.11.8 e
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Restrar.t
$4,000 kgs
.11.9 7.11.10. End Panel. Front 9,520 kgs 7.11.10b End Panel. Ecar 9,580 kgs 7.11.11 5:de Panel 14,370 kgs 7.11.12 Roef Strength 300 kgs 7.II.13a Rack:ng Transier.e. Front l',240 k;s
.,. o e-7.11.13b Rac'ung Transser e Rear 15,240 kgs O"' '
', '8 7.11.14 Racking Lonptudina) 7,620 kgs,,
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t' T'ne ecctainer was ertrained before, d'.: ring and af ter testing and found satisfactory.
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8 NUCLEAR ASSURANCE CORPORAT10N FILE WCRK REQUEST REPORT
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REFERENCES (Books, Computer Programs, Constants, Codes, Standards, Regulations, Reports)
$b"Nf}ft9 ~ /y' SUNY RESULTS Details Attached i
ADH>.
3 mr &_4W JM61sk a.6,,.w = an Akr sMMLJ A sw-A-I NTERPRETAT I ON/S t GN I F I CANCE OF RESULTS/ACCtRAC Y O ootsiis Art.cned Y iAsY h2/8 AAD h 5*t*'YllA WW-V SETHMARK TESTS /ALTEfNATE CALCULA Owamm CHECKING & APPROVALS, CA8LE /g R L VERIFIED [ g APPROY f g d ya /g' CHARGES _ ESTIMATE ACTUAL DATE COWLETED f[/j y fy an-urs 8A / / Rev. 1, 2-1-82 U
NA d-l Everma cw U/ P NUCLEAR ASSURANCE CORPORATION FILE [ [ g -[ j WORK REQUEST TYPE l 509 JECT Dete Q $ $ 0 ~$ 0 S N CONCEPT / PRELIM. OESIGN g 7 g Requested By ~ " " ' ' " * ' at Esfyaav1e Mkr W h# ~' \\ O Draeing/ Project ggy OTstR (sp. city) Specification DESCRIPTION OF WORK (Sumery) D Detaiis Attached 5umarize work to be perf ormed, how progress is to be measured, and results to be produced. I List limitations and attach details as required. Prepare this summary af ter meeting with the person cernmitting to do the work. f/$dW Ars 4-fM A/Y A' 8 JN Ah sse-/ air xas1s >s msw fro &Aiwv FsSS :-c/wnkre. && der / mea,> = J.do s-u L%e Dxw 'me/o)-f s /,:Ca, xD 4 f / f WEEKLY ACTlvlTY REPORT O CRITERt A/ LIMITATIONS Codes /S tandard s/Regu lations AA Y /// 8 /W14 // \\ Estimated Charges Computer 1 - Prepared by - ~ Man-hours Other 1 -- Assigned to (material, travel, etc.) h_ [ f l Ma a /0 f ' Attach details, inluding in-house and outside computer costs. Rev. 1, 2-1-82 l
Date: ^ 13-May-88 (NMM) CONCLUSION - NAC-1 Cask Support / ISO Container Interface Calculations Containers: Evermaster NACU850008 and NACU 850009 The table below shows the g-load capacity of the cask support and container interface and the container floor plate. The g-load values are shown in the attached calculations. The container interface and floor plate will sustain a 2g load situation. The. values shown in the table below are the minimum capacity values and the support at which this value occurs are so indicated. Cask Support Interface g Load Location Lateral Capacity 9.3 Lifting support O'DS Vertical Capacity 11.5 Lifting support 19 9 3 (M* Longitudinal Capacity -
- 13. 1 # Both supports Container Eloor g Load Lateral Capacity 2.8 #
Longitudinal Capacity - 2.8 Vertical Capacity 4.8' A line shear tearout calculation was performed and the alumnium floor plate will not f ail at loads less than y g. s \\ v' 8 W e Trac w 9 y [./ TtA" ee:.. / g
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~f 4Mif71 NUCLEAP ASSURANCE CORPORATION kW FILE watX REQJEST REPORT '""4W/derz-%rfYahmlE%ew >s A A m Eco en X > w """W#n Prepared By Project N p,,/yg,fgypd)qf wGtK REQUESTEDs g g,y p, r/ Who 246 f /3& 6dh sd Afe Anm' w =c.cs 66%,- AF's/nes&m, /ks 6d
== 2.0 e m &st bkw #eM/ r#-- r4,m #. f g/gg /,.g/pyg g,LA ,[ Add ME N USEO NW REFERENCES (Book.s, Coseputer Prograns, Constants, Codes, 5tanderds, ReguIatlons, Reports) /s4EL - 3/7;2ps -/ azi a' 'O. i l SLWY RESULTS Details Attached Yr 5 istth,~~ W 8 A /) 8'N10F A/" AW1/ ?L K $m,% = 1. // n 1 Naj-P/sk dlbtIsad $$dr>w&:ie nes' \\ I NTERPRETAT I ON/S I GN I F I CAWE OF RESULTS/ACCtJtACY DetalI s Attached V1/Asb Ze7 1/r/ 1 A F F M 9 7'Lt2 e. (/ SENCHMARK TESTS / ALTERNATE CALCULATIONS Detalls Attached CHECKING & APPROYALS
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[ R SUL VERIFIED y[ APPROY h [, [ g g Dat g j [ CHARGES ESTI MATE ACTUAL DATE CCMPLETED /g/g /f M urs 4-47 PM APPROVAL [ Other Rev. 1, 2-1-82
e NUCLEAR ASSURANCE CORPORATION FILE WORK REQUEST gggg -8 TWE SUBJECT Date a CONCEPT / PRELIM. DESIGNa c-1 m - o rf f.h /r/ g (( [MhfW Requested By Y fQ &khgJ -- T6 fMA S AFETY-RELAT ED i C Drawing / Proj ect OTHER (Spectfy) Specif Ication (([ CESCRIPTION OF WORK (Summary) O Detaris Attacned Sw'narize work to oe perf ormed, how progress is +o be measured, and results to be produced. List limitations and attach details as requiret. Prepare this sunwnery af ter meeting with the person ccrnmitting to do the work. $d/0 d4/ Ofd W/$ N l' lll D 1 a m-> arz u,/a s a nw 'Z~S6 Arn&%or //ar S&w,Are. & Lw/ nd,s nsa ex M zk,-w ade/aAf & f ~ F r4, am ~#t. nEEKLY ACTivlTY REPORT O CRITERIA / LIM!TATIONS Codes / Standard s/ Regulations Details Att hej j 84 det YV ///g f* th W / W s )h w a 944 f f Estimated Charges Computer 1 ~ Prepared by - ^^ Man-hours M Other S - Assigned to (material, travel, etc. ) [M C i; % *a > g l ' & '" r/P/ff 'X2h#kbAL %"Go '" MM ' Attach details, Inluding In-house and outside computer costs. Rev. 1, 2-1-82 1
e Date: 17 - May-8 8 (NMM) CONCLUSION - NAC-1 Cask Support / ISO Container Interf ace Calculations Containers: Adams on The table below shows the g-load capacity of the cask support and container interface and the container floor plate. The g-load values are shown in the attached calculations. The container interface and floor plate will sustain a 2g load situation. However, the load bearing container floor below the lif ting support will not provide the minimum 2g required load capacity. See *** below. The values shown in the table below are the minimum capacity values and the support at which this value occurs are so indicated. Cask Support Interface g Load Location Lateral Capacity 4.0 Lifting support 4.0 Lifting support (,WS.C3 - Cr*** ' Vertical Capacity Longitudinal Capacity - 7.3 Both supports Container Floor Load Bearing Areas g Load i Lateral Capacity jf, // Lif ting support Longitudinal Capacity - g,// Both supports *** Vertical Capacity - f, f /p Lifting support 4 A line snear tearout calculation was performed and the alumnium j floor plate will not fail at loads less than loads shown below: Vertical Capacity 35 Lifting support Longitudinal Capacity - 134 Lifting support Lateral Capacity 200 Lif ting support hv* F/ a mure,ew Eq
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- ecut, w e rd Mrc-\\ l j;
tweessrup coa h y s. r. I'f
- 1 o"i hj g
n .?. i k ll F'
I c: !!} ,c y..___ _. Y,'b C5cx T s. [.! - 2+ >2."- %ac. socm. rd GinC.L67, Mhdie*f - @MN CesW 5 Go, Pq 2So, f c; w Teasite swess % is oA9 P-a i i LATE W ] W 0ibCOJAL WW CAPAC4 ]_ t i;Y i'r b-ll %- o.sn(sg -c.sntc)2un [ %, ss = p' , a .X~' o w h ll; Ls - A. S's _ _ - _ i. L. - - 24 ecurs(o.i+e; e 3 sa cceA w p 'i; YW& W YO WN .9 Ab i;! s'r- % 0 - c)tm. l. W etW W CAPac.43 L Aa,Gr' 7 l.4 - 24(o.Mio) d.* ) c)Lomh )l vr W a W Lr - 315 aco lbs V i ) \\ l l' i., .i pq U!
+ 4la I!ii ,Il [. _ _. - M.Furr, 2x 62M 1w&" towq (f%A & DN SM 2% fM rk3) f
- 1. _.- _.Fw.co nosm-c e ca:n %,4ose we w s4 w. m useo iu ca u s.
Di y L= A 4ccmatsomac wAA com caeg, li g h.>aete me s reem- [ hi S " O '57 7 ( % h. s {l! o.s n ( t t+i.) l % - 4 cm f J. 0 L-O s's 3 0 - o.go7 (t * &.s4 2.ws4" Xo.zsl$4ccek. _i n w. o L e M S m ibs. ^ j m .y J yemcsc Toow tcw coa er. j !jt Aesce m Jsius pc,,w i lll 3 r - 0 5Ti (Q - - % < 7coorE sh - 4 wo p a j d ai TWJsite LcAo CA%c,rrJ' H Lv - Aa(s'r) j! - o.gog (z <et.s" + 2 w")(c.ts")(4 r.* ) Lr-IW15bc, %. e e. s,. I e4 v! H-4 I'l iil ni p. l/ 0 t
0 8 4 a ho car 4gtq cAmeiur7 & Aer( tig) GvPR:pr A%5MSL.T_._ j[, _ _ 2__. i _ __ J h Ei_ W _.:505%*x u scMeer is wucco N ptAce. Tus h 5h OYO & Yb \\ W p y [. TfANskir CATEhfAL, WITUbWAL MD \\[6/TicAv. LOADS To THW W of DtG W @ 'W M Q. f. LM see - Ng FILLST - D 624 +7.*Zl W h % N W 367 241 rew 6 {, 1 .j LMW.At Y %(Ti>Dib f>MIM., LA%D CW%(tT-f ____.. 44 lcm ASLtf SMCAt., GrE(./t.TW._. Sh= 0,G7; (Gy _ < O, G)) ('3 it.'d 4cco eu ~~ g 3 = A4 '$s. -Mew-e. ewn._ L - O,]o7( zy. E2,8 t 2 w2,170/2.5) h phi _ _. _.. L e,. - los 1co IW. n h n kCTICAt - N LE LCe@ N'T'[_ .L _t. m c T e m u e g rc o a c m j. $- 05T7 (g g = 7tsi j -40m l .9. - _ _. _ _.. _... MLE W MMT7 L'r " d4(dT i - o.p ( z.xsz.4 z d 'Xo.w)(4. eg).. 17_ xs >. k_ / I i ? I 1 I r
//,7AkCA/##MP F UEL MOVEWENT PE~EC s t vue 6 ara / fna/gsis of 77he easx 5apporr's / =~c r /h e-i /#C -.L dasK ^
- af asf
/985~ A/aeIeay Searsse e dsrpo/sikn r7.26 Asc.4 hee. Airwasay $c? YC Yo SS G e e r f s 'a, f./ S 8 360f2 y dh&Y'?Y
d, Se/ Ahvessex/ Asseef Aa sam;-> -Mr&L dass- ) a ble. Of aon+enfs _.L t e. m
- ao e.
u I. General Information f A. bisc.u.ss i o n I B. P eauHe saa/nar Y 3 C. dere/askis 4 E. 4 o a s's .c .E.Weijhts lE. Mechanical %perttes of Malevials 7 3C. #//owad/e. S& esses e 'W. Re f e ren a.e s 9 E. Lis+.9 teawings /s EE. betailed //ra/psis o I -i. j
a d Se/ &vemen+ Ro.iee.t co e e &poe >-+s - Ni9C-1 dhsK T. G erse val In-formafio n R. Discassio' n k e faP,fsfe. s0 /be $st.% 6,/fsP/s b da,/,40?/* is end resi%u /Ae /see-J 6.rx he/vc nfe cAppa.I den /dher d'athrf Aco d'A>sf ds </ fPssr,,sor/~ ds?% a /ssd a.u/ ss /de cea. The /)~rmord 6w /de s'/reanks s/ fnd) Jap,a# Arad4s' / foe) 7b /de. Is/s4:rs 7%w: ens o/ /he awe t <"s.r.e D,stsndes af / /%a%/ ter/nkt sf' Me as.se ad s,s,stsonu/ef we As// sf' /%e verh' s/nshrh. c ,a is- /,/,~ /,,s/~ n s n e s w a,- a - ; s aEscAes A /de. J /Any A w m:<x.r sf' /Ae #sd t <!.i:e. r/,snnver q s,s n w /s u / e /p m e Ad/ o/./Ae vers 1.u \\ ond Me deferdser/neAr of/Ae esrx, Jo y," ,skn:r'e.r Sep/A ad:w,/ res7%w/. os acA n m,/ m/s,/ ss,< asp o,s/ss.ao syc. b//<d 49 as,ss,ted sii a in,seea/.rspe/ tss/ca/ Ja s/no/sra wA/cA / r e ecsref A c h /.-i fAe As/sw sk/e s/ 49e cay,skpi &n/ sher. 74e J.4 Sagsor/ f.wemd/p essmWs o/ o eksVe s/nere' re-. desesnf Afa y per,ssr/An d 44e. es.w dup e '?'S h//ed s/s,s< seer A4e ass.e 'r A/Awa
- %v>. %.
C' j. e -w + e v--* e- --w
O d / c a.r/<.sasssers - #sc-1 d.ue_ . Ceeneval Zn f.or.m Elon 8 Disct)SS/sn (brWW) 71re c'ep/e e s e c h 'e se'sys s/ Ne asse.rs,,sss.+ Ar ,w s w oe.1 eef-defeed haa,ss#a. 77/c s e' & : d a ' s/we/srs/ sayx1 ameer adsnad Ad es/e4Awsi per% d.c' of'.:r/Hzr awf/s. &sservsn e. A s de.u d y / sos %,. c.s:rois,sAssis are e.rsd /?ftsaes'sa/ 7% e-ana/.re.s-72e mi'esu/ pro,oer7nr aredu pHere. f snsf.1e r ceserrsA:w/y.ds. red se Ade sre sixxer.e speenc*es' Aes.o/e.s/ resp /A s/ /Ae / sis /ere/. A+e s//asJ/s sA~e.e oAW'ea/.a #1e.rs anf.resu Asa. as,w /y-// s,yu. e 1 y __=y_-. -r -w ---C---
- r"FT'--
Ae/ 4/opeines? Aha7' dssx rosse /VM-16h '/ L. G enem I 'C, Coyma h'on - (Cont kl.) B.ks 1 l+.s Summa yes, Ma in S/?a/vs/s.Dercris7%n , L a S e f u, Pkg e-l 4
- ff Saff?orf Ass)/. ()///hy 7n~ sois&
-/r.ffrap Bot /c Ac Stef/fr.>s +/./7 // datyed' his Seefest H.48 // Jes/ Esse (t%92) 4+ Eo/kvrt af Leff G.08 // Weld, -/r2/Paj> 7t> -/7 dog sad -/f Gr.rre.f.r +0. os /.r' -/7 Log (Plafe) M 20 /4 /J S/Np Acrj* 7o ~//J'/Ps,o) && M /7 -E S&s,o (/%/e) +s. /7 /s WeId, -2 sfrs,p fs -rs;ga,,,,g-p ssy y9,y,g ,y Tessho J'ection 72ra -S*J/ der #-7f.d in' &AJ9 20 HJ2 A/est Base. Weld,.zs fare. 7b -rsides or,d ~7.&id he./4 20 -r side.s Compression M sP9e.
- LI
&fabiHfy +,lsfy e. zI WeId, -s sides #-7*Esdf3:skrefs75-23&se +2.oo .2.2. -7 Ba/thead +A.z/ 2.2. -5 Ssddk. BearMg +/-at g e. 22 Bes/d/rX + 0 00 2.3. Ne/d, ~.22 Esse ?$ 6o/chei-f/w? s#/ofe. +A2f" .2/ (dwr%ued') _ ~, - ,_.c
Gl Mg/ Moveses//%&c/ dsex Spwrt.c - #m-1 carx Y. Gen e va I TnSe F motion ~6. Resu#s.sworo &ssf!!d) r Ma rg,, i n oCF Jna/ asis .Descr/,ofu,, SaSe tv Aia e. Mwstd Jgs,sor/ Jay-(20f</4" M.wb") j .bughsn>so(d/'e /-xd/s,w,o /&/4 -/3 S +s:s1 21* BeaYin Alorye-21* Shear Ad%/ +M4 2s* S h ear - 'c a / +4rg e-2r &/h -hosks //%c,lers/ day +a // .M Weid'y+asadd/e. fs -3ma'-rsides ye tca ( ts..;y ,z7 Longi fudInai + 0. 9% 27 LaTkYal +0 23 27 WeId,-nssdd/e fs -7JAbrs,-tsi%.ad-//sde Verh'cai +6./d .28 Lo8n ifodinai + /. 2 / 28 L val +s.19
- g Seafus tois. schw Asirius 4.
+0. sc 29 Seck 32.oin. fe/av &s/au 4. +o, s1 to Me/f -/ rase.ts -1hsef. day +o. r3 3/ WeId, -xase /> &sk,2er A%s. AWa. ss89 .ez
- c. 4se/asars Se
$dFL Sey dt is 207 /da NAd.i <#.4s2 Yds / dre ew/us/ed' 4 4& soo/psu ore sfree/arsf ss'ejaAc. y for f.de de/med hads ad afasp.s er//eru. -p- -,,..e
f}g/ A/o ve />s e n t A s k e / Co1x Sa49erts - Nad-1 Gr& E. l~ ds ~07e ~2De.sryn h er&Pe ks- /A e & sx #,so fr f 7 4 /so #s'". Dec/ln, dead Ad/oVr af AD N/ eo cd s70 /V/e 7% Pee. ,onsep/ chec7%r - /ay %a%f /aha/ a,id yerhcs, ce/e.afed. 72ese j-AaA siy se/.seporde.) - o>-e CV //? dawdn7o//bns. 58 Zds) 400b c/7 7%e dst,e Cafpr!r a) e sdea4/ed er & dad 4sAr m//pped Jy f.de-Zhoy elepAt s/ 7%e #sc-1 ara. ecwee pge_ weijM s/ the. c a s s y,s s p ? L-r us/r /sr, w a /per eed d 7% ess.d em' y we/yAt,, 7%D-b 6 ped f 4 / rep /f e. W -f
\\ Me/ Moyenes/ Asseat casx Saxw-rs - HM.L desx IIE. We /a A fs v dcapssen/ Wggb
- d-1 dasA: CDesip Weight) cz,oco APWard &pport Asend/p 65rch) 40
- hft Sapa/ Ased)
& S.* M f e le'/- fo o'essihp.r ret"ereeeed' es,apr <. a. _ g _.
Fae/ beineat Ak/ech dssx Sapor & - ssef.t ns_ lt. Mecham'aa/ Pes, sanes s/ /Wdewsl's (.De.s-/ax hs-/ssM A. 404/-73; //a'ixmusi;.4/sg (Ee A #s. 1, A p a // 7 ) UH;wa/e Dresl /4 Vle / d bi ;9, Su. Sy, Y ~7ee,(sers/wre.
- F)
Ocs0 (KSe.) - //,2 /9 4.2 - /8 /7 // 7f t'r fd' .2 /2 f,2 Zs 200 J/ 21 /2 /9 /f .rso gr r h+ z%s Z\\.ry/i nmparsfare o? /ds "Ft S a = / W. r g.,i S = s9 6 m y e = o, s 9,7 *,4w f E = /s.o x /s4 p.rt 7.)= o. 7 s
- 'Cn a weld. hea+-affeded-tons for fe%9eeMA#er asire.;
(Ssk= N w (fle) = Wd)7/c m Ms)prxsi (sny= M kr% = sw cs.)y.es a u N Ae $ /Yo../, fsj e., /YP'. Mr /W2 /6e'/a' Ai:*/ Art.ee.8/s/s,y s (He R Xe..l pp e. /19.) (8,% = x.rx.si C6.)y = ys.a; 8. d d* d ~ 7 ~f 2 f e $Pss'e.f**, ba) or NeW/h's &Pbox $/ea/ 4/A ,% = /.es xa*
- 9. = 9:e x.:ce'
% feR /%. 2. C. Arr frr4 4/eMAW/er-Ne/a/ /9#7: (laf. iM.1,,4 a /n) 7 ($s)a =.20.c xsa (G) y = /ASA's' -r-
Se/ Noressied Avdeaf dasx susmr.s- - Mpe-1 asx T. Allowohla Cfye ese s 'Ex4/s S$ = Sy Compression $$ ' Sy Bena'iiry Cs' = Sy scariny 6 = sy s ha r- % = s.or sy (Margin of 20fel.) y M. S. = $ - I & o.co Wbel e, S' = AL//euisj/g 3/ pef.s. S
- Ca/ca/afed'S&ers CMarpin eP &>My -for domhined shesres)
I MS= h $'* f *(f f M (s'{f -i -e -
k l caex suppoyts - use-1 asx H. /EefePen c.e s
- 1. e/s/s fadhoox #M&S Ed/Ak, K/ama.z, e >- b'u N
se/es.4:w : s ssd Pere fe s 'ess.:% e/e r M e b /s, /Gr2,04/c.
- 2. Mec/xn/es/ ssd 42w.d.4 Je
'resre /s &r Edehw/ x 72resse' d Fds/exe/s.," b'V6 swis6ra' znve /dy fnd &C/d d f k # #/sr 5Al/Nder$p Y Co ) , A!' cey/rss4 G/srr e o
- 3. " $ fe /o fepsr/ for 7%e #fs-//#se-A c, pes 7' Foe /CJ Gre," /Voe/est Ac.z rmce &r,wns%s, i H.orents., &
rps r., Jsse,.w, /9s/. f "/5tsra/s.s /se d'/ress edS&sk," d A,7"Esasw, Mc Grsw-M// 8ex ds.e,sssy, /M f&$&r, /F4s: s; "Sena., - 7 dred J/ ads'Ws' nr Fes'n/Serwces /47 " e Yod'4ms:' #28y /d7%e/ /srs,tg s/ SA*rrdoyd.r, \\ 4'ssh/sj &s,3. c. 6."D6tr/en s/ We/ded Struefore$s " A d,ad B/sdpef /Ae. ~ /shs,6., d/ eve /sxdj d4/o, Isa h M.4> coa 1 Ac. h/e.Mby 7 w" e / N 4. _ v g n m m -w-- --e g e-w mp w-
h h /=o~d/ Msyosa # 8zve' cf \\ coxe suas> tr - ##e-1 dsze H. L 's / sf Z% winos r A. Jf7-24/-ff3 Eev. 2 sf j Pombo, ##cL, Ad /Wa/$ke/ fxry. '~4//, diEb's)4 1 n,+Rojeat.
- '%%%~,'Sa 3"A%fk' '$$'2jfW)^"*"
? a a D -/d -
I caa saysMr --#se.t as.e l i I j l ]2E. _. DETAILED ANALYSIS i i I l 1 i 1 -//- 1
fae/ /Wsvemes/* /%.act esex Saps >fs -##c t Cssx Desian Loads DHing Trwn'e> EsMpis True'e> ~ \\ / fY
- 2 c
& Mvd' \\ m 9^ 4 M./ = = //$.J' = = Wa = r.2,oco /ss. cdsrx Despo WeiyA/) (.4c/ry/faa%a/ 2)//eefion) (ff)e_= fr2,oco )(z.o) = Mf coo As. (Faid or i9ff.) ( R )g.7. = (an(2)e= S2,000 as. (Verti cal Di ree. tion ) (R)e. = cce,000.) c.r. o) = nf oso Mr. upwoed oe.2%waard. (8)a = lac (8)e f,(j,',) = 2's 4sya,. ard os J/f pp,,p3 (S.)ey=l%(ll;)=r/>wMs. (wmid so &s//e.) w w = e n e q no.g = u,s.~ ~.ta - <. ~ - s u on a s ra a ppse>> (LafeIa/,D//* ecd'o/?.) U3th = fr.2,cos)p.o) = #f coo as. (% e/i% so/e.) (&)ey =. (b)e (ili.'s-) = rd "? /k. (Reaefed}y ersd/a Medsai, ceik, = c&%(%?<) = >"""'- (* 0;<Zygn '~ d~ct' -/2 - J
g Pke/ AlsVers)eM/* Proidcl~ a casx sqpset, -#sce dux hSV SuppoYf Assv (J.//Nijs 7r~esi/rss' 77.) -/s-3&sp Lead s ( ye rt,'ca I.) h ) Q. = & $ $ $ /$$. O 40er$ Y u ffs4 /n $ l Pap ). f O.afeYaI) The a s a 's syssesfra 74 r,//sorr //se edae. s/ /Ae crsd'/e ir.re.s-/ded Jl A6e kom sM,o n A4e - oppos/i'e s'de. -x mN)e 1 r (P,)g A .rs zr \\ = = / f 1f Ed.A. (Pe)w = s4 ss7 /ds. (f}b.)zy = A,;[(Pu+)cy = sg7/74s. (%da &$>kt = (&)@66t)u = n,4a A. a,- - e.a.= n... 7JFf M/ -sy
A/ bems/ /%het cssa sasssrAr - #see esse /// da/ dor./ A:crV G///SNj Ihw&) -/r 1&as 3the27 Arsserbe' s W=zcom. t = o r. n k. /= M7r 3. ' i 2= 8s% = n ria. .c. = a.rr.nu. 2/c = /A r Lg Aer \\ tava a saad
- swoJ/e. Shesses (dos /-74 # mesa 4/.)
7 sf = cy = xe4 se:r (ke bletal) Sh= S = /s:o m (Hba) y da/ca/sfed S/>ener (Au/c. Ley Cae/;n.) .Se= #~" = M 74/ n' M S. = SE-> = + Ast a s e (D/PYed fe s'en Aecfien) Se=I"*""*f")=/f7. tom' MS.= 1=&Ada (062f-Affeefed-Eejks&HA& af &ddw a/.4y) y= A "=./.pwArs yS.=fmns>,,y,sg y l N-E' - ' e -,,..e. e ,,g y ___w+,..- --%.e -.,,w m,-- ._eg
m/ Moreixed A%ket ('ssx 5 ass > t.c - #9c.? &sx / / / fasix s f fxry. d u s k, k in'sn5 We M, -/rshno to -/7.4a sad -/9 Gasse/s f Load /37,p = tr;ess /Js. UaA Papa /.7) We/d PrsserRes &'r s& spi 6 -/r Srssen) % fdef 4/&A /frp//ef inov. A=s.sr.rt.1. L = 6 W X z.) = a.e u. f'= (a,1rrXx.o.)(s.7sy.)-4 2n ./=a/.srs. L= W H.kz)= 4.64.
- s= (6./.zrX4.6.)(s 7s?.) = A //in
(~//*Str<p 4 -/7dej.) f/z Vee Grwye.. d= ar,h. 4 =.z. rom. 4,"= o.sXz.sa.) - x.zre.c
- s =.4l +,9,"+,9.,"' = 4. rs u. '
- sa Ha 3/ress (/se hleld R//er-Me/,/ // raw
.94 ) y Ss' = Arr7 f = 9.r.r.1.M7:o) = 4s/,ess y ea/ca/ayGd' 2/ress & = S'*' = 37/opsi kf.9.= Ss -I = + 0. 0 8 A- -o -
Pia / iMyesues/ nsdeet casx 3a oports - NKc-L Gs.e
- # Sospo d An y (/Jfho' e % sen3 r
- /7 4an (PIJs) /' Load /%,s = 2r;ses /k. WeA /6 e M.) / Plak /%sarb'e s t=0.474'n. Q. =.1: 7.r/n. b =.7 r A %. %=Af A= 0. UhY
- Eef. He A Pope ur, e-ase a-
- ad/e S &ess
(<ss/~7s maaa AueMaA/) G ' = S = 39. 4 *s:/ s y dsA*o/sfed Wress \\ f i Q = A 0+ ** = s,z 7/4 Ard bl.2. = -l =M 3 l -x-
Se/ Mae.went A%<& casx Sasmb -Hrc-L casz
- M kss>-f Assy
(.4.'/Aha % s:-we3 e Es/Ar &/J'~f6-a A.ey 4 -//Cha) , load 8 = &-p=2rj808 A. (fe//sj.e/s) &b' Abse>-f/e r (1-8Mc. #a #aadh + De = 40 us. /g. = a 404 /d Mref fo. r, Aya /s,7.;J/a x :. E/wsd/e diee Onde "fed 6,4er She/po car 7/2ra, 4=s=9.sm y dslealaled shees se = }* = #2.,rar. psi M.S.=f-l=+^4. i ~/7-
foe / #svesre/s/ /%.iecf casx s'assoris - Awd-1 dasr $ $b $ard s!l Ass' V f,6'/,lb)j Nonwlar).) - // S fras O % /e b Leas' /be gas.ra/- d te /ss af each end d age. cfnf eseed sc/ n'aples . 7.Jere/Gre,, eaeA Pegess /r e /ed or a Pee s/or f/sfe a.v%s a. /dd / fen)- //.s dessldP /d/* Ad.d /s /d,4e 22'?, 6fe;4?. 8 = &np = 2s]808 Mr. (fe/.fspe/J.) $'l PAD Sobern'es t =d.977us, a = + 0,+>, d =.r:.r.s s.r. 4 = As.r A = As / k Ee A M*. /, psy s.e,27, &se f.t.
- eaa He sfre1.s usu-74 // ass:ww Ase Me4/.)
$b = Sy = JRd sk' dalcula+ed afress 'Sg = # f = s.g rs t s a y,g = Al,b -1 =_+-c. /7 r ~/8 "
Me/ /Wsverew/ A%Act casx susss>-A::r - A@c -1 do.rs-
- fuss >f Acry MA% %w/ox)
We/f -// shsp 7% -r s;As sJ -7End 4ond & = ( S k.>2 ;,-= r/> 4M /Ar. (AeA Ap a /2) We/d Msped/es (-rSMe's is -as&ap.) 2/r "ATfe/ br./.rde r .f=astrer. 4 = {z%e.s zr+ s..er.) =.r:rrrn,. b' = Ca7srMas7.rXs;fr.r.) = AF4 us.' (-7 Ena' ed 4.o"Goxref.r 16 ~# dnf.) da/xWdauAl-StNidf/Zu,: 4 = M: tr & s:J7t/ rs7s* = 24.0in. a i E = (zt.o)(d.37t + 0.37tx a rr y) = M. 4/ 4.
- A3 = A ' i-A " = //. zo ar. '
t ASoeyA/e She1s (fef3 d/'e//AW/es -mea /JAnMm,4//sa) i / s.s = s.r77 r, = e.m.gzs)= s.a n-AdexAs'sd' a /u.r.r c 8, = = 2r% pri W.S = f -/= + a f.s l -/9-
1 '. 6 ne/ Movemnf &*ect Cask SufDorts - NRd-1. Ca sx
- ff samt #ssy (Mnky 7 mar:w) l huin Je'sM/r & -rsstu /-7.csa' > #1E #ee Are.
Lead R = (fZsib = r/s t a M r. (b f. Pap a / d Seckon % o e y +,'e s t.,=as7nu. trg.y..r.. r,'n. t-7 = s.17.n's. r r -7 = se rs in. a
- s = t.t.)c.r..tr.)(s.srr),+6urr)6<.uoh = f..esa. '-
- wa//e A&es.s (404/-74 J/awMw ##.4 ## d 7
5k =(Sy.)m = /r:o,n* eo /e.a/a/ea' Shess & = S =42s4 M M. S = EN -I = +/..r 9 He se WeId', ,23 4,<se /> -rf/o/e.1 ms' -767d 1md. & = (fwh = s'44// As. (foA & Ar3 We \\d Proce y+tes (J/s
- M/e/ s/spawd)
.A= 0. r.rG. ,d, =.r..tn n.x +.1:.zr+ 3:os n.cto Ar.oo + c4)cr.co) = rs. coin. A$ '* @. s*7.)(d171)($~4.4w)
- N/S'/n. **
- ewoA/e Abec (/sM WeMA#es -Mad.//4aixo.a J/.)
7 .r} = aery r = (s.rr7)(xo.) = /.s/,e.ne' y dsh n/n /e d s h ess 3, = S- - =. sf77,o:c* W.g = b -I = + 0./4
- s Ss
\\ .w-
'I 5 Ae/ Lesin t Pesac+ caex,su,s,oorts - WwL 6xe ArV Su,D,Dorf $.15V (U S/N2,4 h wh'sn) - r S'a'es bddl &As= (Pd ey =.0'.ur /J.r. Me/,4y 'C C Sec7 % frssert,&r 1 Y$$fV6t lV$ h$$O$$ ffY $ $/$ $ $$Y N fr* l-ey% si" 7% e erd /e-C. = (x)(w rs)(s,w 22.s".) = /f.r.2 Av. (dhard af loidad' arc.) t = o. smn. (ea a/, s,de p't:4 /A1. *- /de.) zyse he.= CzXp.s7r)(/9..r:1) = s (Pnjecfed oreo i:., errap.. G=/Ar.L:.,. J =r//;,,. 4/b =J: 4 X = 3:.29
- E- /a o>vo'A
-x-Eel' #s. /,psy ars,6se.1
- A-d4 s/ren es @s4/-7u #4.e,am Are.re.&/.)
SL = S' = J2 4 m '
- (,3lks=
,,Tfz ('h)'= /7.)Ww y mwe</ d eas Ge= E';f'=rrs7,sn jfS = AS -1= n srpe- &bM/G.) yg. =. WE Y6 - /= + 2,,e e - a 7/-
t he/ /Wsyemess/* 8oieef casx w oorrs /xpe.t p r.e r f//.:%., ss>-f frsy du/A'no barn)__ We/d -rs' des / -?sd t s o in do.av6: 7b - 23 Ase-Lead Pw = {&de]+(ShQ = zus//Je. N Ay' a a. It/e/d frsser//es 49 M'fef e/orsasd .A= a 37r/n. .4 = Vu. coX.z) + cz) (r.cer)= 1s.r.74 w. hs
- 070 7XG378(26 70 =' ff 0 '
AfswsA/e S &ers (fo/3 h/e/dAfep-Me7A///o.mksw 4f)' S} = 6.r77 Sa = (s..r77X2o) = Ko/sse' f As/co/sfe/ sfress i $ '= ^ = l$N pft' k,, = - l = ~l~2 00 3 9 a/esas Less co,vervoitrel/ s.aas,e. esinre vern%/ /*ad os one. sa'/xAead: & = (8)c = /s6sss /Js. &MAesd AserNes l y- \\ t= a37s*/n, d = /xtsin. A=9??4.
- /b= Ar?
% = s.rs E = / es e x / d ',* $ s' d = & $ 1 7 5) ( 6 ;. 70) = f J / Ar, ' e 5 S8A Ab./,far Jff, bse.i. AfsauJ/e S f r e s. c e s-(404/~74 fdx/ san /Jse Me,4/) i Sb
- S)'
- NS **'
(Sl)g=, f =.% 4 x.u' d.o/e.a s fe./.syrs,s Sc.= h = /7nz px M 2. = f -i = +- /..u O ~22 - ____,,_p --e= er - ' " ~ ' " ~ ^
Se/ Msuesres/ PJakc./- casx pssserr - #sce casx JM Juossef Asr u;A% %m-A - 3 S dd/e. Load 8 = (8.)ee = r/,.rs7/J.r. (feA Ap e. ab w s =. E -. =. R 2 8 pa' As Sadd/e /nserbL-s 72e. cow /n/'sfa & A//e ens % oc /s; & =.rk-Q =.rzt.r* Surface frsa = #s = (7r)(.zer.)(if(/4.s.)= frs. / k.'- 8eoWnp Jrea. = #6r= 6s.s)(2Xer.s.)6'ir sur.)=r//.ch.'(Py'ed ' a= cirXts:r)(No")=sc uk. J = /s.s4. % = Loe' 4 = s. m t = s.s r. nir. % Ee A W*. f fa e 227, 6se. # /#smfe S/resse.s i sb= sy = sun-csou-rs ss,,,>,- siasan Si =(S )g/. coa- (dog-74 J/ mas,,, /-#,% fad 6ab y. Ca Icula fed 3 h esse.s $sy - ?" - /obpsz' M.S. = N'-i = + La ry c-Ihr Sy k $ =. !
./s'o M,psd y,f
-l = + 0. ee -z.y -
a fue/ /Avesed L'ecf casx na>h - Moc.1 sir
. Af/ Jassa f frsv/L/lb a Dom 6x)
\\
n WeId ; ~22 &.ra A asA,arn A. A4 A.
Leads 8 = 6t) (Rh = CzXzg69.) = S&337 As. Mf' A < a) p 4 = (/dt)c>. = r/,237/Lr.
(fes A& y a.)
Pm = cP< '+ z'fc = 7.2,40/ hs.
WeId %pe> He s
(%" A!/e/ M Jnvid.)
.A=o.swk.
2 = {2.)(rd.rs/.es.so =Ar.z, m.
Aw = 9 7s7)derisy(Aru7s) = f)f.. rom.'
//srsJ/e she. 217 /d r.
Eds"Sd Lao S o D e P fi e' 5 p.
Wy= /J.7Dir.
e v = s. se,:.,?
D,y =.C/2f/h.
= (Nu~b.) t = 8.Jeth.'
.pss2<h.
(A
= D t = /L!h. '
n t = 2..rosh, Wu =W!!*cM)
.)u = NXzX*u~ Dos k %'W'!2-
/s..?r :1.
/
e =.c.rrri,,.
(As)y=(httXe -Dcck/D = / min.'
u r
lEscs}/e S h e r r e.s-(4M/~74 //en:w,er.ndkne Ha4/.)'
s' = sj, = s =.rm.
4-ar71r, =.u.srssi y
calcula4eddresres (E )" = 4.tb rs.u-M.C. = ('sa' u-I = + C
($t)L =
cs)u
( Ph " = s / 4 9 A r<*
M.L = '%E -I = + Lane Ssy =
Ar (Ss)u=Ah)y" = 44J/ Afi N.S.= (',' -I = + 4 46
(
(5s), = (%8)" = /gr/ri S'
y g = cs=>v-1 =. + Large -
s y #ccoaA/e.r fr /dite co):Av s.4e/ hr.rAwj.
.2,-
a1 Se/ Masurf A>kc/
%x sasss,As - ##c-1 daex kh/dP/.&ffd?f $s:!/ [bkrbhw YM/msA;N
&/dr- %s/ sus #dbe.Awa/.doo r
.Jsea.ds 641er-2s m m.
m o:an
( R h r = r.r Ass /Arka/ JJest-O % ) e r = n., w s /d e.
.4sleeJ shaop-
, &us4s.
Es// AoserNes (f-8//MC)
- 2) = A d d/n.
A= 'IfD// = 0.7Jff%L /g = d404,%. ' /Esa) //s f/*eisas ($4&~ hf.2fe, GP &drdw Sfed /) S$=Sy=9.t.ccre a' = or7rsy =a/.esa s dalau/s hd 3/reses 3s.= I#N = 2/.,7.rrsg: xss $s.)u = ?#W"' = 1/, //2s:re' 24 (Gs)u y = %,,g* , $sbeef 4(k,+ Us % -sqrsc =.2/7.26 ATL zsf $e = (Sl+ f$r.)l.r.) = M 8/0 M s M.S. = -g; -l = +0. f/ M Awaes n. o f loa.d dii -/rc/a4 nd h ori -/s BraV/e. - - u, -
Me/ Mnw.m/ Adecl _coxe.syss,is- - #se t 6a Ars/srd'.Sosssi-/ An t'ErAA w %nis") We Id ~/s &&% A -3 oxd-r.S/s'es 1oads (R)xr =.zco.,31/ /J.r. upwa > d (R)n = r2,000 /ds. Lonk>fudina/ i (& s) n = r.2,44: /ds. La at .Dus A 7Sleprn&mik dr"& b i&&:~/ed'4 An/ /un A /% weM, sesa6sj sk$e.1 e e.a/ dee/s/'d Seatien F%yed/es (V4 "Mfg / //wso' s sue'.,) (Lw)u= /s pra. (laar)u+ = (2)(s.co) = r.00in. (Lw)y= /strr/.m = /s. 7r n. Q'w'),y=a.7re. we.e A u = (a. 7r sa,v -ud wd A1 +r.49)4.* k + = ( n o o).) (s. a 7).+ Ca = d") + Qf ca ro r) +- 6's. zr) = c s.* s,i E s V.)) is. 1-A y = (/ c co.7s 7> +c/s. try = bi. =- Dam 3% c/>-srre.s ( sobd - 4e4/-74.,%&rsi &a iM,.6 (foff 4'e//A>%) /Ai"id/Ad-hw AL) r WeM : e'= ar?7 s camxxo) = rce,<.u-s s ; = sy = s /. s o.j sj-am s, =.ze.sr.e.u-ss M : a
- /4sd/s Ass /s (F?&= 0.78.X10/0) + Ca4D(staco) y,g* = (@R. h
= #7;777 a r. .)g (D//ous = (/fo)i fofe.) + (7 49)(22TTo) y,3' = {QT) 0//w, p g, g = 4'/,/f2 /Ar. .e (Schid (s.89.k'fofo.) + (a49Xz2 Esb) M,g,= ((0 N//w p p g,23- =- drio.;t/ /sr. &)xr ~27- ..--g---y--,--w, .-e-. g -,wey
c& Mie/ /Wswoex/ Av.kc/ 'casx sassseis - Amc.: es.rA-Fsnord Sassorf dav (AAnks b"4") yleid, -/3 S dd4 fo -7sh&ers;- 7sdAer s-d-//r/A L eads (8 kr =.u,w /ds. How<rd (2)ar = rz aw as. J.oxpk%/ (8+)ar = r.z,,443 Ar. /rAsra/ \\ .Ikie to 7%e. # rey /w// 76 /he toeM,$esa//de /osp//waObs/sna'/sth)a/ o /ssoft fay shr.xre.1 sre a/ sfwe.4 eA / Sec% AyeJ/es (V;" 6. WeMip/ssy 44&en t siA) (Lve.)u = /A7.r+ s: 7s = x.rais. (4 %= (z.)(z rs) = css 4. ( Lya)y = /s.n +.ce =.ure.+. %&y- /ssa + czxs.x) =/stsh,. weM .oAu' woM sa//d h k =~ (/4.fbXt2 25~)+ (/740)(d.rs) =- (:</Zr" f~ Af7/*) h. kur=(cos>csrey+ c/7.aycoz,3 = {/. zr s-g.r?r.) tir. z. hv = (uaXo.rr) +(/zrs)(s. es) = (r.s7s & f.177) er.'- 1
- swsAA.
3+resse.s (ce44 404/-76 Aa'e:ww 4reMerW.) (/sxs We.fr'5//es -iMr4///& AAp.) Weld : Ss = o.r79 Sy = car 77)(xo) = A.Vn' \\ Solid : .sy'. =Sy = 19.4ny sf =o.r? 7 sy =.er.srm f//omdk lasd.s (8hu = Gcs7sXfse)+ (O7s%@oo) y,3,= ((M n - j = + g,4o i =- /7f 94.rar. B)er Q?.) n = (k/rsyno4 s 6cr7ryzzgro) y,g', cd) sin _,,,,,74 = //4,43 A:r.. cit)ar (8+%lu = (A zrXfo/s.,) + (AJ 7sX2.27Fo) y, g* = (c& = /ss, sit as. g,yar 'f W
G 5e/ A/syenerst /%'m f C osx Susserfr - A%e.1 6sx M>ptiers' QArr./ Ary (forbb Mand ,$ec b's77 a D :n. f &sas h ow'w 4 ),00 d$ (Py )n'r = 26.> 33/ /A'- (fL'.).cr = f3 00c' 4r. $ag = 7/,009 /Ls (iE,+)a.i. = r.244,3 /4r. Mu = ce.o'>L/Be.)er = f1/>'se)/br-/Jr-Muy= (8.o')(/?)a7
- 4,$$$ in - A s.
= Section Prooe t tie s mg 14.rs it. u. la. A=(/ii<ks'sfLMo>j n ) - # * /.i r3 - u.o a = /r:14 4. '- M .4 x.yiry, {N f A K=(ras 95rs) t' r.ssXi.s&Kiu.Kr. L s -(Asooxi.r1.1-l.-rrr d = s /. r s is.3 ) u* = .a.co - ,,,., u;;p /s.sr yG= h.1. = /. 98 /,, - =o.osis.; = k JNeylect). s w = 4 4.t r 4. .4,c= 3. 90/.1 = i: trik<. L = (/s.srXt.ro)" umnYe/s$' p s:rrw.3,.rs'f(,yg.pgf csoa>tz.dy,a l t 3 /2. i.t. /2 /2 = strris.f (1/e)u= /7:84.' (1/.e)v+=3%!41.' x&. a.re.m' a.ie->r,n.m,s. u ~r - no.,,,,. s \\ ix /2 /z a. 9#sissJ/e .T herres Oc6/-74 #arn'/x .Are A/a4/.) Sj =s' = sj = :T = 19.4 e.u' s-l= arrrr = rr.Pr.eu' y y CaIca/s/ed syrer;e.s 0",,P= 4437tsi St = YhkT = /dropsi g' = Q '( 0 + $.+ 5bLn4)$ l-( h bt '" 5/]O$2/ Su= b/Ck= 2s&618; M.$, = gV -) = f C. O 6 Se. Sue = A+ = is,syrni (I/dut.
4i Me/ /Wsveirred Asjeef \\ Cosw SekrLv - /MfL".2 67e P3pword SasArn+ Asv 66 Ann 5.wk') Secfien A+ Top o4 Bsse FAfe. (J.r.04. AWsw.' &me M Leoo's 0 % 7 = 24, w /J.1 Mu= (s.r.oX&>ar + O.str.M9))er=/.rsoxd is, (Rhr = r2p/dr. %p (n.cMR ar =- Asu.us'u-/Js ( % >r= n,4sr/sr. 4),;E(/I24 +)C&%] = r,cosF as. Sec+ien Proce> fies l y' f/2.ao f 74.fY. h =(1440 6.00 *(f/.2/NJTEf) +cr.j.7Oc)vb-caRfC'r.aoh a a = 24.IO in.' Lh //Af N Wg=(fiL&(9 0,)-(ML%)($0) ~ MA, a 'O 0,571' ~ } YOS 64)(i.fE2$~QO.00)(A37s") g$ l l g,17y'
- A Y/* // 4.'
~ _ _ _ _ m x = % y' = 7 Hs,8. !g u N Z7F- = r/.25 = L-L * ?Wh. 07 0* fA"5N = x.r.oo - , w = x s o s,. tu = l*f'&m.o1.ef l'wxlM'-yua)pr,f + %';" s ca:axestf- (c02 ~ -oo.co)cs. ort = / 9 0 A 4 Jir. # (1/c)g= 2/o.94r.' (T/c )u+= 307:8 or.2 3 ef. (/t.o){ft.o)'_ (/.t**rXn ish*p.M'r)(.C7s$ (s.oa)(s: coy,.(,o,,,, y,,,, p f L 7,g, /,z, /x /z Allou)oble Afresses (404/-74 skri;w.w #AfE) S'.= s' = % = Sy = or:oxa sj = s.rpr Sy = e.<.trw t e Cs/ca/sle d Afrerses s=#f" = //f.r* Se= h+k + ktY + 4S?}ye ua, s = M '" ' ?"= (M' /s = 473M ge=lPyhr = So( / pSo' %h-hf,$* = EX -l= + 0.0L g4t,+=. M u+ = s/s4 n - Sc (9d L -zo-
~. &/ Movew-w/ /%.iect <"o5-x Sano>-7s- -MM'./ &r.e Srwo>d Suwo>-t assy Wohnas %sesb WeId, -Ar-Bs.re 76 -1. fays >/ /rry 4 cod's (& A AFje so) 0%r = 24,1.1/ a.r. Mu = (s2.0)(&.)ar + ca ssr)(Pa)m = msxis'is-s (R.%r = r.2, oco Mr. Mut=(s.2oXR)xr =*]M6t'.w'Ar-as.r ( 8,*)n (L)rr = sa,35 /4.r. b"EWir wen Propey+ies (na. WeM/ s/g AW/s/ /#Jnam') Jer'er fa.secAkr %f's/FesAS. 4. (Aw)u= cs.r.ooxe)+ s:7.r = 427sn. (pa)wcic oo +z.spr.)cz.) =.rs.7ra. (gw)u = (#."Y/' ") + ## " +###"X)#'**' = o 'h ' b (Sw)u+ = </4.exrz.se + l'* * Mr.s?rxt:7.r) + Q ' = 87.t.
- 4%aA/e wen' 400a' (r.ru 4 WeM M#er-Me;WJ#.)
7 Sain= (Atsvo)(a.ryrp s.7syxs..rrr)- goo 2, as. CaIcaIa fed kle ld 1 sod' $6)u=. =. 277s.,'JsAs'. fy= (fsk +(lyuyp.(l,),=. m,on, ($,) =.(Pu+)er, y,,,p,s, .f - ([r)< ~= rrr Srbs. u (#*')'- -k,+= (fs)ut= N/r as/4 (k)u+ #^')"*b =-///7*4'n-
- f. = fy l-kz+ Q,z., //z= r.ts.
e + (f,)u+=.V(%ut)*r = M/r /kA s. ~ ~ i &)y = ede>w= 247&,4. M,$ = r"yle j =.i-ars-i "I t - )-
r 1i Ae/ Msvesied Prs.iecf s eaa,:cassen -/ac-1 dsrx Pdwid fagse/ Ary 68Adan &mk) _WeM; -Ar&se fs &enus-An PAA-Jess'r ( % = 24 3 s/ a.r: Mu = A7so.w' ar-.ar. (%= swa /&. n += /.sst.us4 is-a % )er= n ess /As. % p BJh+ % M Ys' = 74a9 /h. Weld Propey + !e s &"/?#ef//#m d.) ___._l a a l JL 4-I \\ 34 i 1 l ( ) c.) p 9 .... + z -.- + /s = (s.co = ; is 1Ji .e 3 e n.ro = ,1i. hw=myz.ro+ss.o)=.rsrs. k$w.)u= cez.svX,r6o) + V'j l =.Hote.' fsw)g = (no)gr.ro.) +- (??f)' = r.zerk3
- & A # 4,reevtn ; /
Mewable 0) eld Lead k.w = carn)V.J7f)(7/@) = 4ff4 Adi,. 2siculohed kjeld Load
- A = m w
///,11p,. 4y = f# fu. Hiu+= 9.21 NW .4w fg = = foe /ded'n- $y = (fy'+ hg'.) *=. ffGas,A'i>. hu+- yL+ s/ w b>. f, - [ g = si.: c b. kl. S.= h.7y - l= u.ar _ ' ' ' ~ ju,/3$f }
3 ,e 's 4 5 l 4 !~ f k DOCKET NO. d CONTROL f,". Lt 23 /998 DATE OF 000. I V a h33' fh DATE RCVD. i / j FCUF PDR FCAF LPDR i&ERff. / 4 t SAFEGUARDS FCTC OTHER Dmo 4 inirufd<z l l 4}}