ML20106B858

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Forwards Responses to ABWR Piping Audit Comments Re ABWR Postulated Pipe Break Dynamic Nonliner Time History Analysis
ML20106B858
Person / Time
Site: 05200001
Issue date: 09/02/1992
From: Fox J
GENERAL ELECTRIC CO.
To: Jaquay K
ROCKWELL INTERNATIONAL CORP.
References
NUDOCS 9210050228
Download: ML20106B858 (62)
v • d • e


Text

{{#Wiki_filter:.-_ September 2, 1992 Ken R. Jaquay Rockwell international Mail Stop T487 6633 Canoga Avenue Canoga Park, CA 91303

Dear Ken:

Subject:

AllWR postulated Pipe lireak Dynamic Nonliner Time llistory Analysis i linclosed are the responses to the AllWR piping audit conunents pertaining to the subject analysis. If you have any questions please call me (408 925-4824) or llenry liwang (408 925-1984). Sincerely, . QyQ }ack N. I ox Advanced Reactor Programs cc: Chet Poslusny/ Shou llou

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SUIGECT: ADWR POSTULATED PIPE DREAK DYNAMIC NONLINEAR TIME llISTORY ANALYSIS CC: SJ Lin J Wallach 4 M llorzog EO Swain J N Fox REDPONSED TO AUDIT COMMENTS (Propared by lionry llwang) q g.g,, , 9g/) p s ) Analysis Model

Description:

The pipo break non-linoar timo history analysis can be performod by A!1SYS program. Anttach A shows the input example of the main steam pipo. The selection of the input are described as follows: Analysis : KAN=4 Plastic pipo : use STIF 20 Plastic olbow! uso STIF 60 Pipo whip rostraint : uso STIPP 39 A small PC program has boon written to convert force time history output to ANSYS timo history input format. The verification of the program can bo performed by individual visual checking. PA = 373,570 lb Audit Comment 1 : The time stop used in the Main Steam Break Structure (MSDS) analysis is 0.001 second. In order to prove the convorgency of the solution, GE agrood to uso 0.0005 second timo stops in a repeat of the analysis. Rosponse : In order to show that the analysis timo stop 0.001 second is

adequato, an analysis with timo stop of 0.0005 second_has boon performed. The results of the analysis are plotted in the following figuros. Comparisons of the results betwoon 0.001-soc and 0.0005 see time utop showed that tho difforoncos are loss than 3%. Thorofore, time stop of 0.001 sec can be used in future analysis.

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n Figure 1-1 : ANSYS analysis model-element plot. Figure 1-2 : ANSYS analysis model-nodal plot. Figure 2 : Impact force at the pipe whip restraint. DT=0.001 sec (pa=373,600 lb, max impact =670,000 lb) Figure 3 : Bending moment time histories. DT=0.001 sec. at elm. 2I,at elbow near break Figure 4 : Displacement time histories. DT=0.001 sec at the break location Figure 5 : Moment time history at headfitting, (Elm 42J) DT=0.001 sec. Figure 6 : Force time histories at headfitting. (Elm 42J) DT=0.001 sec Figure 7 : Bending moment time histories. DT=0.001 sec at elm 22J,before main steam guide Figure 8 : Bending moment time histories. DT=0.001 sec at elm 42I,near headfitting Figure 9 : Bending moment time histories. DT=0.001 sec. at Elm 38I, 1st elm after MSIV. Figure 2A: Impact force at the pipe whip restraint. DT=0.0005 sec (pa=373,600 lb, max impact =670,000 lb) Figure 3A: Bending moment time hictories. DT=0.0005 sec. at elm. 2I,at elbow near break Figure 4A: Displacement time histories. DT=0.0005 sec at the break location Figure SA: Moment time history at headfitting, (Elm 42J) ~DT=0.0005 sec. Figure 6A: Force time histories at headfitting. (Elm 42J) DT=0.0005 sec Figure 7A: Bending moment time histories. DT=0.0005 sec at elm 22J,before main steam guide Figure 8A: Bending moment time histories. DT=0.0005 sec at elm 42I,near headfitting

corment 2 : The displacements from the terminal end Main Steam Break Structure (MSBS) analysis (using ANSYS) results shows large displacements and rotation at the break. The thrust direction changes during the evant which could affect the stress .n the " Holy Pipe" area. Therefore, GE will use static clastic analyses for the original and displaced position to confirm the validity of the small displacement assumption in the non-linear time history analysis results, neaponse : Because of nonlinearity in the material and the pipe whip restraint, using static analysis to compare the results of large displacements is not as accurate as the time history analysis. Therefore, the followina time history analysis is performed instead of static time history analysis. The original coordinates at the break (Node 4) and the next node (Node 5) to the elbow are as follows: X Y Z 4 69.75 611.97 214.66 5 73.94 611.97 227.56 Delta -4.19 0.0 -12.90 Figure 4A show the displacement difforences at Node 4 and Node 5. It can be seen the maximum displacement differences are : Ux Uy U U4 - US 1.0 5.3 1.0 The new coordinate for Node 4 become: X4 = 69.75 + 1.0 = 70.75" Y4 = 611.97 + 5.3 = 617.27 24 = 214.66 + 1.0 = 215.66" The force direction has been changed also, the values of Delta becomes: X Y Z Delta -4.19+1 0+5.3 -12.9+1 -3.19 5.3 -11.9 SRSS = 13.4 = D Cosine 0.238 -0.395 0.890 Reaction force The total blowdown force is resolved to the new direct cosine for the analysis of large displacement effect: Fx = 88,800 lb Fy = -147,400 lb Fz = 332,114 lb l l

4 9 The results of the analysis are shown in the figures below. Figure 2B: Impact force at the pipe whip restraint. DT=0.001 sec (pa=373,600 lb, max impact =670,000 lb) (Included rotated blowdown angle) Figure 4B: Displacement time histories. DT=0.001 sec at the break location (Included rotated blowdown angle) figure 5B: Moment time histories at 42J (headfitting) (Included rotated blowdown angle) Figure 6B Force time histories at 42J (headfitting) (Included rotated blowdown angle) Figure 7B: Bending moment time histories. DT=0.001 sec at elm 22J,before main steam guide (Included rotated blowdown angle) Figure 9B: Force time histories at 22J, before main steam guide. (Included rotated blowdown angle) It is noted that not all the plots as shown in the design configuration are plotted because some of the~ plots are not needed for comparison and it take too long to plot. l v

Comparisons of the bending moments and bending strenses at the head fitting are as followns. Pipe = 28" OD x 1.423" t I= (28a4 - 25.154^4) x 3.1416/64 = 10520 in^4 Z = 751 in*3 Assume break occurs at normal operation, T=552 deg. F. Sm = 18,570 psi for SA-350-LF2 (Carbon steel) Allowable limit = 2.25 Sm = 41780 psi The maximum bending moment between the MSIV's will be developed about 0.075 second after the break. The decompressing wave travels at 1600 ft/sec. It has traveled a distance of 1600x0.075=120 ft when the maximum moment occurs. Therefore, the pressure between the MSIV at the time when the maximum banding moment is developed will be much less than normal operating pressure of 1050 psi. Sp = PD/4t i < 1050 x 28/(4x1.423)

5165 psi Weight stress, Swt

500 psi Sp + Swt < 5665 psi Results 1 = Using normal procedure with time step 0.001 sec. Results 2 = Study case with time step 0.0005 sec. Results 3 = Study case with time step 0.001 sec. Include force angle rotated. Moment and stresses at the headfitting Ma Mb Mc Mr B2 M/Z (E6) (E6) (E6) (E6) psi Result 1 15.3 15.0 13.3 25.2 33600 Result 2 15.0 15.0 13.3 25.1 33500 Result 3 20.5 4.5 9.0 22.8 30400 This can be seen that the values calculated from the result 1 is slightly conservative. From Figure 9, moment time history plots at element 38I, the first element after MSIV, the maximum bending are as follows: Ma Mb Mc Mr B2 M/Z (E6) (E6) (E6) (E6) psi 38I 15.0 13.0 11.5 22.94 30,600 1

This shows that the maximum stres.s between isolation valve is at the headfitting. The combined stress is as follows: Sp + Sw + S break = 5165 + 500 + 33600 = 39,265 psi Allowable stress = 41,780 psi All the stresses are within the allowable limit of 2.25 Sm. CONCLUSIONS

1) The stresses between the MSIV's does not increase due to the force direction change as result of the displacements at the break location. This shows that the nonlinear analysis based on design location is acceptable.
2) Calculated pipe whip restraint load by ANSYS is 670,000 lb.

The PDA calculated peak restraint load of 666,000 lb. PDA program is acceptable to be used for sizing the pipe whip restraints.

3) The rotated ang]e load resulted in devoward thrust load will reduce the vertical displacement predicted by the analysis from the design position.

This shows that the analysis from design position is acceptable.

4) The input listing for the as design case are shown in.

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~ ~ ~ ------ 1 ANSYS 4.4A AUG 31 1992 16:46:09 POST 1 ElIMENTS E1.EM NUM ZV =1 DIST=351.175 XF =389 YF =528.71 /F =182.01 F -,2 $L y' b N x ., 4.5 w -w ' 411l 6 -l' L, y se \\ \\ N ra asetet 1.tses u hasmsu __21 n n m f a .A = a. = Msty .ABWR-USA MS NO7/ll POS I UL. All HREAK PRO [XKF F1 E ME NI Pl. O f POSI1 --iNP-Figure 1-1 : ANSYS enalysis, model-element plot.

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1 ANSYS 4.4A AUG 31 1992 16:47:41 POSTI NODFS ZV m1 DIST=351.175 Xi' =389 Yi- =528.71 ZF =182.01 n J bb? W y, + m si .n 5, .=, '4'9M 'S 4G%mm81.AJIP.eur Be ft2 43 .se ,eg he 57 go y y ,AHwR-USA MS NO2/tI POS101AIE HREAK l'RODUCE NODE l'10 I l'OS11 - I Nf'- Figure 1-2 : ANSYS analysis 2nodel-nodal plot.. e a

I ANSYS 4.4A AUG 7 1992 13:54: 18 POST 26 m IV -1 DI S T -. O. 6666 ] XI -0.5 YF -- 0. 5 1 I ZF -0.5 I I 1' - s w.= t mA l 573uc 4 l w m F e- -l fl \\ -w== \\ i na i e e e, e en um e., ABWR-USA MS NOZZ1E POSIUIAIF BREAK CURVE VARIAH1F NAME 1 2 3 1 l'OS I 26 - 1 M'= c ~ Figure 2 : Impact force at the pips whip restraint. DT=0.OO1 sec (pa=373,600 lb, max impact =670,000 lb) 4,

1 I r 1 ~ - - ANSYS 4.4A AUG 7 1992 l 14:00:09 I POST 26 4 t ZV =1 ) DISTcO.6666 I XI =0.5 i YF c0.5 ZF =n.5 m l i f t l 1 W (d 's,\\ On } t ~ - ? 1 { \\ z a l E l j I ( . c - t f I e-i s' i r. [. .\\ .s. .s j. 4 j. 4;., ,2 r \\_ ~ \\ \\ l l /y i i j , n= .g I .t

== .= j. AHWR-USA MS NOZZiE POSIUI.AIE BREAK [ 2

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5 I 3 4. 2: 6 f l POSI26-INP* i Bending moment time histories. DT=0.dO1 sec. 'rigure 3 : at ela. 2I,at elbow near break l i t m t ..m

I ANSYS 4.4A AUG 7 1992 14:03:25 POST 26

== A ZV _1 DIST=0.6666 XI -0.5 YF -< 0. 5 ZF -0.5 g Y -.. -* =< r l / ~ / .s f / j' / y-4 ~_ it / [ ( I .s j ,/ l s '7 's l l e j ,/,/ / /, //'/ / 'a 4 I i i .w .= AHWR-USA MS NOZZ1E POSIUl_AIF BREAK 2 3 4 UY 3 4 4 U2 POSI26-INP= Figure'4 : Displacement time histories. Tyr=0. c ol sec at the break location 4

O t. ( l ANSYS 4.4A AUG 7 1992 14:21:15 m. POST 26 .$ : w r 1 ZV =1 DIST=0.6666 ] XF =0.5 YF =0.5 s ,\\ ZF -H.5 i . a., f ^ e s 1 J -mr .;s^ \\ i t'. ' /' " f f / / L '. NI r<! .'J i\\ / / 52; ~i \\ n., r ,i m w M 3 -....w N ss fl i s / -.ae \\- \\/ / / \\ j' V _. ,e i -.. t Psa e l I e ..e '- I g I I e., .. m ..r a ABWR-USA MS NOZZl.E'POSTULAIE HREAK 2 3 42 11 3 4 42 12 POSI26-INP= l (31a.42J) Figure 5 :. Moment time history.at headfitting, l DT=0.001 sec. i 1 I +.

~ 1 NCYS 4.4A AUG 7 1992 l 14:.27:03 POST 26 j 5 -. ZV ml DISTme.6666 XI =0.5 YF =0.5 L e r l 2F -H.5 i i f x l k I s G N fnf- 't L l /< /. / \\ 'F [ \\ 3 .-= s s'* r Jr, - - ' g yn r x \\ / ,s [\\\\v _e / t I i i. i.. l l l j .= ) ABWR-USA MS NOZZl.E POSIULAIE HREAK i 2 3 42 8-l 3 ,4 42 9 POSI26-INP= l l Figure

6. : Force' time histories at -' headfitting.

(Ela 42J) ) i DT=0.001 sec i i 1 4, 1

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/ _\\ \\ yr =. 0. 5 r ',\\ ZF =H.S l s / / ..m ,s j j r,. / i \\ i -[ /. \\ \\ i \\ \\ s s \\ \\ Mr.*4t 47. \\, \\ --{ l + t r.. r \\ e.

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-- - - p,. 7 s s ry J 42 N / \\ I .m ~e i V l t r . na r i / 1 i l 1 \\ i \\/ i -e ner.er [ -.. M *.* = i 1. i l -. n r g g en ..i j I j ABWR-USA MS NO221E POS1UI.AIE BREAK [ 2 3 42 5 t 3 4 42 6 'I r POSi26-INP-f r i-Figure 8 : Bending moment time histories. DT=0.001 sec f } at elm 42I,near headfitting i t t

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XT =0.5 YF =0.5 ZF =0.5 .. ear / i. ,n v/ . n -w w_s* j. ,/ .e / .~ l% / .ar / i .s i I M /$ \\ 4 i \\. l \\ g"' \\ L, / \\ / / s \\ j j w.er x. i i \\ / s f- / I t -e sa.n -} .v g

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.= i-i 'ABWR-USA MS NOZZLE POSIULATE BREAK 2 3 38-5 3 4 38 6 POSI26-INP i , Figure 9 : Bending moment time histories. DT=0.001 sec. i at Elm 38I, 1st ela after MSIV. I l'

i i L 1 ANSYS 4.4A AUG 19 1992 11:14:48 POST 26 i ZV -1 DIST=0.6666 I.. _ _.. 3 XF =0.5 YF =0.5 i ZI- -0.5 I -m L x ch -w t f l' / \\_/~,, ~ [ i. [ -r - l i. 4 6 t ABWR-USA MS.N0ZZLE POSIUIAIE BREAK CURVE VARIA3LE NAME' ~ 1 '2 3 1 POSi26-INP= Figure 2A Impact force at the pipe whip restraint. DT=0.0005 eec (pa=373,600 lb, sat impact.=670, coo Ib) (; c,ocr5 4

i 1 ANSYS 4.4A AUG 19 1992 11:18:56 POST 26 ZV =1 DIST=0.6666 "="" XF - mO.5 i YF =0.5 2F =H.s r fb.. (L

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.= ABWR-USA MS'N0ZZLE POSTULATE BREAK 2 3 2 5 [ 3 4 2-6 POST 26-INP=. Figure 3A:. Bending moment time histories. DT=0.0005 sec. 'at ela. 2I,at elbow near break 3 1 6 h

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ZV -1 DI S T = 0. 6666 XF -e.5 ~ YF =0.5 ~ '~~ 2f =H.5 a ,r ?4 ~~ __4 p l / _,,--t .o ( ,/ /, s .oq l /,;;;~ f a. s.. j ',/,;- l l j.' / s , /,, /* 9 3 e 1 sm -a e e er e s. en om e, se em . e> ABWR-USA MS N0Z/tE POSlutATE BREAK 5 6 5 UY 6 7 5 U2 1 POS I 2 6-I NI'r Figure 4A: Displace =ent time histories. DT=0.0005 sec at the break locaticn

1 ANSYS 4.4A AUG 19 1992 11:30:56 POST 26 m. .mi ZV -1 DI5I=0.6666 XI -0.5 -'\\ Yl~ =0.5 /f -H.S i ~: \\ \\ N\\ \\ g \\,\\ \\, \\ \\. \\ 1 g t i, \\ 3 ,\\ \\J \\ ,/ %,. ..n ..r \\\\ \\ / -e.na..r \\ i / / '\\ / / -. i na.m / f [ / ~~' f /i 'y.\\ // ,/ -e s m.m // . / W- ' . "i -..m.. I j ...i .= .m

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. oi . es AllWR-USA MS NO/Zi t POSIUlAIF BREAK 2 3 42 11 3 4 42 12 l'OS I 2 6-I NP= Figure SA: Moment time history at headfitting, (Elm 42J) DT=0.0005 sec. f_> ( a. i_. s pq

1 ANSYS 4.4A AUG 19 1992 11:33:41 POST 26 .a., .m ZV -.1 DIST=0.6666 a-XI -0.5 Yr =0.5 21

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N \\ z ~ o ,i / / /^ \\ .e = ^ x} \\ i ,g' \\~ /. v ^' \\' jy v, ~ \\ / \\, '..) / ~ ,m l e e.ar eu eu e.e e es e.3 e ei AHWR-USA MS NO221i POSlutAIF HREAK 2 3 42 8 3 4 42 9 POS I 2 6-1 NI'= Figure 6A: Force time histories at headfitting. (Elm 42J) DT=0.0005 sec sh

t 1 ANSYS 4.4A AUG 19 1992 4 11:25:14 POST 26 .2a ZV ul _ a-DIST=0.6666 XI =0.5 \\.. I'. - YF =0.5 f., ZF =H.5 J .,m e s \\ ~/ / I / I i / / r g o N. w K \\ \\ -.em. T N\\ .w s q %+._ 4 , n= ., =. ~j .r' i. .. a i . au ..i ABWR-USA-MS NO22LE POSTULAIE' BREAK 2 3 22-11 3 4 22 12 l'OS 126-I NP-- t Figure 7A: Bending moment time histories. ET=0.0005 see t i 'at elm 22J,before main steam guide-i 6( c. c <s. A 3% ' no:

1 1 ' = t r g ANSYS 4.4A AUG 19 1992 11:28:39 POST 26 e uu. o ZV =1-DI ST-0. 6666 .e _~ XI 20.5 / 'g g / x \\ Yl- =0.5 / L ZF =H.5 e nu e. \\ \\ ,/ y i ~

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-e is..or 3 1 l i i i e e.e e e. em ee eu - e.r e AHWR-USA MS NOZ2LE POSTUl_AIE BREAK 2 3 42 5 .3 4 42 6. POS126-INP= . Figure SA Bending moment time histories. DT=0.0005'sec at als 42I,near headfitting 4{: *pco3 5% gh:

--=-.-~..y s r-... m~m 1 ANSYS-4.4A AUG 28 1992 13:54:08 v=. POST 26 =uw - ZV =- 1 DIST=0.6666 r =0.5 ZF -- U. 5 -. m - L*9Wtmis ? W

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j . e, ..a ..e ABWR-USA MS NO2ZLE l'OSIUI.AIE BREAK C.URVE VARIAHl.E NAME 1 2 3 1 l'OS 12 6-I Ni'= Figure 232 Impact force at.the pipe whip restraint. (pa=373,soo Ib, max impact =670,ooo lb) (Included rotated. blowdown angle) .I

~ 1 ANSYS 4.4A AUG 28 1992 13:59:17 POST 26 n ZV =1 DIST=0.6666 XF =0.5 Yr =0.5 ZF =H.5 is ' ~ /- 92 / / / /

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/j/ \\ '%q% s.\\,\\ ~ '\\\\ \\ .. X \\ 'N um N N \\\\. .v 'NN -., -12 I ] [ l AHWR-USA MS NOZZLE POSIULATE BREAK 5 6 5 UY 6 7' 5 UZ POSI26-INP= Figure 4B: Displacement-time histories. at the break location (Included' rotated.Llowdown angle) ').

A' I ANSYS 4.4A AUG 28 1992-13:56:21 . =. POST 26 Z4 -1 DIST=0.6666-XF -0.5 Yr ' 0. 5 = ZF =U.5 e ama.or '[f g \\ i is /,

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e 4 -;s \\g.., xi e s\\ s N s.r V' \\ -e..aw.er g vg - een.er ~%. r ~ \\ .w \\ l N' s.2 I i i.. j 4 "" 4 2 g' e l .n AHWR-USA MS NO22t f I'OS1UI.A1E BRE AK l 2 3 42 11 3-4 42 -12 l'OS I 26 - I NI'm t Figure 5B: Moment. time history st headfitting,.(Ela 42J) -(Included rotated blowdown angle) - t

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\\ 7 ~~- .- m t, \\, ~" \\ l .j i. AHWR-USA MS NO221I l'OSIUt AIF BRFAK 2 3 42 8 3 4 42 9 l'OS I 26-INP= Figure 6B: Force time histories at headfitting. (Elm 42J) (Included rotated blowdown angle) o

I ANSYS 4.4A AUG 28 1992 14:03:53 POS126 - = = = .i g '\\ /,-. ZV =1 DIST=0.6666 / w,, Xf 20.5 yr me s j ZF =H.5 // i .ar q, s./ O'\\~. 7._ 'v y / / tN [ s s ,e a i ^ -a i \\ .. 2w. ,\\- 3 \\-- i -. 2.m e '-.m "= 42 g 3. i..., g I

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ABWR-USA MS NOZZLE POSIULAIE BREAK [ 2 3 -22 8 3 '4 22 9' l'OS I 2 6-INP= Figure 9B:'. Force time histories. at.ela 22J,before main steam guide (Included rotated blowdown-angle) e

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The records are variable tength with~smplied (CRs carriage control. The longes t record a s 71. bytes 5 Job MS-BRK (162) queued to XEROX on 31-AUG-1992 07:46 by user NASTIN, UIC (VS2OO9,NASTIN), under account VSO121 at pesorsty'100, i s tar ted on printer NLA2: on 31-AUG-1992 07:~46 from queue XERDX. ' FFFFFFFFFF 55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555 FFFFFFFFFF iFFFFFFFFFF 555555555555555555555555' D1o a ta1: Equ pment Corporation - VAM/VMS Vers 4on V5 5 555555555555555555555555 FFFFFFFFFF .FFFFFFFFFF '55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555 FFFFFFFFFF-t t I ) ~ 'm..:

.<,.v s

e e O O OO N ON NO O .O OO bb 2. NO 4 e - w .O E O El e. NNNNN O m b @ @ @ N N N N N N v m m m N - 4 05 M M N N O O. O - - - - *. N N N N N N N N N N. N N N N N N -N-@cc e e e m m e N a3 5 m W @ m N - @ N o e w OOONNNMCec--m--0OcM 4o4cccccccccccccc4Ccc 4 eeO4SN .J vNmeNN e e e @ @ @ @ @ c 4 Y N O O CD @ v - e M 4 c 4 c c 4 4 C 0 e o c c e o e C o C c c 3 - - *= N N N.NNNNNNNNNNNNNNe'--- e w N 4 m O G c ...c W N N N N N N c h - c c c c N O @ O - N @ CD v - A e - O @ m N m O N N - 04 On N O & N N 4 @ c M N o m o O O M M N - O O N 4 N. m N 4. ED M - m @ N e e M @ e M N M M N 4 N O e o v v. J Ommmmm N m c tw v v N N N N N N a. - - - O O O O m m e e 40 ao A N M m @ O M 4 - M v N N @ c c c N E .

  • a. e c c - m m e c e c c e C o 4 e c 4 0 e v Y Y v v v v v @ eD O - - O - - N N 4 9 v v v 0

w e - *= c 2 M @@@@@c.404vvvvvvv94YvvvvvvvvvvvvvvvTocccccovTvvv 0 2 4 m O N E 4 ... -m...........,,..............,...... ( w 4 - M 4 M @ @ M W M M M M c c e eD N v - eD m N e c N N a:Neo vvvOOm@NO.4CNme@vN4@mMcQOO4OmbeNNme@MeMON W 2 nomovv N N N e co -. @, c O *.,.. D 4 -ONNmm e vm 2 w w e so - @ M M - - - O O - M N m o a) N 4 m - M c m e *2 @ v c v M @

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@O 3 4O O O T c @ @ N N @ @ m m O M M v C C @ eD C - - O v e @ eD M o c e N N m c M N - O e M O N N v @ O O O ( da -O O E - - - - - -== - N N N N N N N N O M M M V V V V V V V v M 4 4 4 4 c c N N N I ( NOON- - O w O O O -O . - 5 uO O Awv-O vc@ 2 -NOv452@ON-Mvc@ Nee @NceNemov-NOvc@@NemO-NOVcNem0-

NNMMMMMvcv44vvovvvvcocococco@@

44 ( - 6 C E C 60 E E E E wM..I4.. O E-2JA>>>>WDCO>0OO Q. * < 2.J w ( ( ( E u u u 4 u v u...... o............................ N N M M_G_@_M_U_c_f=_s _s_3_O A y y_2__2_2_2_K 2 N 2 2_2 E_2__2__2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

o @vm CV w O ONO OmN N Oem N OOOOOO 0OOCCC N.- O - N. N. N .NN. O' O NNNNN O CDO O ONN O O O@@ .NNNNN NOO O .NN O @ to @ @ @ ONN N @@O04 On OMn 4 0 044 OO O e - **

  • e Onn teNNNNNNNO@NNm-O MMMMM 4W@

- e n n n - -== @ n - - O Omammm e O. Yvvvv 044 4Oeee@OdvNO@O w vm vvvvv .z. 'de44Occ@eOCCM CL og O N=-- ND D. N g 000.. N .m Occcco a C00 a N-NOC O -e w Occoco un vvv .r. A w v J NNNNN w oo @ N P. N N @ @ @ N v m m m v - 3 nnnno 3 ONN O mmmmo co co mm - O .O 4 w e. 1 LD - - - - @ @ @ O b e e C J O 00 N.....

== n v@~Na v0VN-Ov0 00. -N mOOOOO 2 400 TO@@@vvvvvvv . 4 . N

  • =

000000 3 c @N-a 0--~~~ O va-m 4 4.= v. u ONNNNN W O 00 1 O 044 COO a NNNNN - O n .S z .--OmnOOe0 T C n O .c-4 -.---TvmOOOOp vn a O n 1 N ,O M Nv.. .N N N n o n n n.- 44yv.......,. 1 i N O6 N

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00000 w .O w o 00 NNnnMNNNgNnn M N N O O cc5 n - O 4 aCN O e C0000 .J NON O e 00 O z .O (OOno -Novo N COMO -N N-NNNomi40 U C4v@@@~Nnn e OOOO@nonn .O. -O N .O vm24WO4vONeown u ... 00000C004 me@OO O XO@OO - +.. J ..... m an e. . wo nymo-NM 2 WO Mvmc -N---Nonv n. --N---N 4 N e ao e2 e o N N @ n N v v n O o *- O .Nn@NemO-c@O-N2. w -NNNNNN-40--- NNN-En w E a )-NM .NNNNNN. N---=---** N @@@@@@NNNNeem E E E E N - N n v e @ N e m."- - - -.v w-aEE-X>0E-W..... +. - =*.

      • .EEEEE X>M OOOOO

.aXz..**** OOOO-000 1w2OM ..u u u u m.............. E u u X A D W U J J J J J.J J.J J.J O Q U Q U X. J 3 W J.J.3 J J J - 22z22zzz;zzzzs sssaaaaaaamamaaaaaasswezoszzazzzzzz2sssssw<202z22zz

w-s NL, 2, 31, 300., 501.0, 254000., 516343. 775625., 1197549. NL, 2, 37, 400, 501.0 254000.. 516343. 775625. 1197549. NL, 2, 43, 500., 501,0 254000. 516343. 775625., 1197549. /COM / CON 1" LONG NL, 2, 14, 4.5430, 4.5698, 5 0000, 7.0000, 20 000 /COM ELEMENT TYPE TABLE -/ CON /COM PLASilC PIPE ET, 1, 20, 0, O. O, 0, 0, 1 /COM PLASTIC elbow ET, 2, 60, 0, 0, 0, 0, 0, 1 /COM NOR. SPRING ELEMENT ET, 3, 14, 0, 0, 0, 0, 0, 1 / CON VERTICL SPRING ET, 4, 14 O, 0, 0, O. O. 3 E i, 3, 39, 0, O, 1, 0, O / CON /COM ELEMENT DEFINITION -/COM

TYPE, 1 5 REAL, 1 5 MAT, 1

.E. 4 5

TYPE, 25 REAL, 2$ MAT, 1

E, S, 6, 7 /COM / CON PIPE WHIP /COM

TYPE, 5,5 REAL.

14,5 MA), 1 -E, 6, 82

fvPE, 1 5 REAL, 1 5 MAT, 1

E, 6, 10 E. 10, 12

IYPE, 2 $ REAL, 3 5 M A 1, 1

E, 12, 13, 11

TYPE, 1 5 REAL, 1 5 MAT, 1

E, 13, 14 E, 14, 15 E. 16, 16

TYPE, 1 5 REAL, 4 5 MA T,

1 E, 56, 17

TYPE, 1 5 REAL, 1 5 Ma l,

1 E, 17, 18

TYPE, 1 5 REAL, 4 5 MA T, 1

E, 18, .19

TYPE, 1 $ REAL, 1 S MA I, 1

E, 19, 26 E, 26, 27 E, 27, 35 E, 35, 36 E, 36, 37 E, 37, 38 E, 38, 39 E, 39, 40

TYPE, 25 REAL, 2$ MA T,

1 E, 40, 41, 64

TYPE, 1 5 REAL, 1 $ MAI, 1

E, 41, 42 E, 42, 43 E, 43, 44

TYPE,

) $ REAL, 10 5 M A 1, 1 E, 44 45 E, 45, 56 E, 43, 46 E, 46, 47

lYPE, I 5 R E A L,.

7 5 MA I, 1 E, d7, 48

) 1 i I .6 e n NN N N. mm > we OO OO 2m aa ( E vw w w. d OO OO gg gg '( 4 4 ( 4 m E E E E E E XX .X X. =* .p d e d OO OO-22 2E m e m - N a 4 NN O NN W 33 o 33 a oo...... >>Noo@m*Nno >>NONcOCO 0 3 3 D.o o N v A m N N O 3334ev J a .J .J .J a d@NNee@@O-mo-o co@vv nv o + vNv '4 4 4 4 4 4 @@@@@NNec@NN .c o A W W W W w W n o ..co.-e o- .-o a a a a a a o 00 C -n Q - - C O O. OOO . m o a e N

  • n v o vt O d N e m o d - d N

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@ ~ nnvv@@@ O. O. O.. O. O O. ~ ~ ~ ~ ~ - W xx>XN>XNXNX. N. a XX>XN>XNX eSO. 3 3 3.k 6 6 6 6 6 6 6 W ' N. 3336www66 .O e Nne o @bem --WWWWWWWWWWWW 9 v t9 4.c o a.c.Oco4 c W-W W-W W W EEEEEEEEEEEEEEEEEEEWNNNGCNW@mmn=EEW.NNNOONWW@ vEOWEu@ev. ..n .O O O O O O O O O O O O O O O O O O W E @.e v '.... n. n. 3 u r- - c0.... CL ' a a ' O. A Q. uuuuuuuuuuuuuuuuuum. ..+ W W W > W > W W W ** W > W W W W ** W > W N % % > N '. N N % % % N N % % N % % = > 0 Q 0 6 6 6 6 6 6 6 6.J % = > 4 O O O 6

  • w 6 6 w

Z2 ZZ ZZ 2Z !1 TT TT 1T OO OO OO OO R, R RR RR RR YY 1Y YY YY TT 1T TT TT OO OO OO OO RR RR RR RR XX XX XX XX T T i1 1T TT OO OO OO OO R R, RR RR RR 22 Z2, 2Z 2Z 0, 0, U, 0, U, U, U, 0, OO YYZ071 OOOOO YYZ079OOOOO YY207205OOO YYR07431 58O 0 U,U U,4 2 5 0 0,U,U,4 2 7 0 U,U,0,4 8 0 1 0 0,U,U,4 2 4 3 1 481 483 481 72-0 0 425-0 0 ,553 5,,,551 - 555 4,, ,556 3,, 2 50 .1 54 0 58 0,, ,1 ,857 0 0,, ,1 3 0,, 1 31 0., ,1 0 ,1 31 0 ,1 32 000 00O 000 000 1 1 1 1 1 00,0,,.,.,,,. 1 0, 0, 0,,,,,,,, 0,0,0, 1 0, 0, 0, XXYXZYMZXZX. 1 XXYXZYXZXZX, 1 1 XXYXZYXZMZX , XXYXZYXZXZX ZX ,,i ,,0,U U F,F F F F F F F E ,U,0,U,F F F F F F F F E ,,U,U,U,F F,F F F,F F,F,E ,U,U,U,F F F F F F F F E 1 1 1 1 1 FFE ,T ,T 1 .T 93iMRE22255266993IMRE22255266993IMRE222552669931MRF22255266993IMR 334 ROE 1 3 3,4,R O E M 6 8 4, ,,,.,WCT 1 1 1 334,ROEM684 334ROEN68,4, ,L' s s e 111 11 3,4 R O E M 6,8 4,i ; 1 1 1 wCTl ,WCTI WCI ,CCTI I i

v NN o N. N. =N

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p. n
v. s.

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3. v 033 4

o vN@Nei-o .vN-oNNN o, .vNo--on o.,.,c. N n @ N o w v I @ + .oCNN N .cononi-e .cceNNoo m . ontrev o ,.o s i o .aoae o. o e o.. -nN o,..-co-o.. -ceN o ... s; @ n - s -cNe -n-e o...-n-a o...- ooo ooo ooo -Joo ooo oco coo coo.,,.,.... oco.,.... 4

o. c. c,

X XwXbh XEd XNX XX > X f) >,..... xx>xNwXNXNX XX>XNwXNXNX 2X*A K fJ ) 6s K 33366666666W . 3 3,3 6 6 6 6 6 e 6 6 W 3.D.3 6 6 6 6 6 6 6 6 W 333w 33366w66666W W N N N N O N @ @ @ @ O ** E E W N N N c c N @ @ m m m E E w N N N o e N @ @ M m M = E 4 W N N N O o N @ @ m @ 41 = E E w N N N o ( --E@ev - - - n n v 2 O w E @.e v...~,~.~... 3 u E. @,e v......M M v 2 0 W E @ e v.. - - - m o v. 2 0 W E @ e v... Omv20w 3 y m- =.. 3u>. 3y>. + -.. -

    • O Q Q 6 6 6 6 6 6 6 6.a N = *- Q O O 6 6 6 6 6 6 6 6.J N = > Q o O 6 6 a 6 6 6 6 6.J N = > Q O O 4 6 6 m 6 6 6 4 J % = > Q Q 0 6.

F, 5,F2, 355287 F,12,FY, 140033. F,16,Fx, -43144. F,16,F2, 14018 F 39,Fx, -16812. F.39,F2, 29119. F,43,FX, -10. LWR 11E /COM ITER,1,1,1

TIME,

.01100 0,62,Ux,0.0,,.,UY,02,RO1x,ROTY,ROi2 D,82,UX,0,0,,,,UY,U2,ROix,ROTY,ROTZ D,42,Ut,0.0...,UZ F, 5,Fx. 115440. F, 5,F2, 355287. F,12,FY, 115895 F,16,Fx, -46053. - F,16,F2, 14963. F.39,Fx, -27391. F,39,F2, 47440. F 43,FX, -77. LWRITE /COM ITER,1,1,1

TIME,

.01200 D,62,Ux,0.0,, ,UV,U2,ROTx,ROTY, ROT 2 0.82,Ux,0.0, ..UV,U2,ROix,ROTV,RO12 D,4 2,0 v,0, 0,,,, U2 F, 5,Fx, 115440 F. 5,F2, 355287. F.12,FV, 94878. F.16,Fx, -4462G F,16,F2, 14498. F,39,FX, -38466. F,39,F2, 66623. F,43,FM, ~392. LWRITE / CON ITER,1,1,1

TINE,

.01300 P,62,0x,0.0, ,,UY,02,ROTX,ROly,ROTZ D C2,Un,0.0,,,,0Y,U2,RO1x,ROiv,RO12 D,42,0Y,0.0,,,,U2 F, 5,FW, 115440. F, 5, r %, 355287. F,12,F., 77454. F,16 -40760. F,16, 13244. F.39, t, -48601 F,39,F2, ' -1429. 84178. F,43,FX, LWRITE /COM ITER,1,1,1 IlnE. .01400 D,62,Ux,0.0,, ,0Y,U2,ROTX,ROTY,ROi2 D,82,UX,0 0,,,,UY,U2,ROIx,ROTY,ROi2 D,42,UY,0,0,,,,U2 F, 5,Fx, 115440. F, 5,F2, 355287. F,12,FY, 63358. F,16,Fx, -35979. F.16,F2, 18690. F,39,FX, -56752. .. ~..

f,39,F2, 99295. r,43,FX, -4006. WRITE COM TER,1,1,1

IME, 01500 62,0w.O.O.

,UY,ul.Roix.ROTY,R012 82,Ux,0.0, ,0Y,U2,R0ix,ROTY, ROT 2 ,42,0Y,0.0,.. U2 5.Fm. .115440. 5, F 2, 355267. , 12,FY. 52074. 16, F n, -31166. 16,F2. 10126. 39,Fw, -62255. ,39,F2, 107826. ,43,Fx, -9031. WRITE COM TER,1,1,1

IME,

.01600 D,62, Ud. O 0, ,,UY,U2,ROix,ROTY,ROTZ ),82,Ux.O.O, ,0Y,02,ROTx.ROTY,ROTZ 0.42,0Y,0.0,,,,U2 -5,Fx, 115440. 5,F2, 355287. 12,FY,

43061,

,16,Fx, -26745. ,16,F2, B690. ,39,Fx, -64866. 39.F2, 112348. ',43,FM, -17024. WRITE COM TER.I.1,1

INE,

.01700 D,62, Ux, C. 0, ,UY,02,ROfx,RciY,RO12 D.82,UM,O.O, ,,UY,U2,RO1x,ROIY,R012 ?.42 UY,0.0,,,,02 ', 5,FM, 115440. 5,F2,

355287,

,12,FY, 35844. ,16,FX, -22870, ,16,F2, 7431. ,39,Fx, -64781. ,39,F2, 112200. ,43,FX, -27717. WRITE COM TER,1,1,1

IME,

. 01800 n,62 Ux,0.0,, ,UY,U2 RCTX,ROTY,RO12 0.82,UX,0.0,,,,0Y,02,ROIx,ROIY,ROTZ e,42,UY,0,0,.. 02 5,Fx, 195440. ,,-5,F2, 355287. 12,FY,

30037,

,16,Fw, -19557, ,16,F2, 6354. 39,Fx, -62539. 39, F 2, 108318. ,43,Fx, -4004). WRITE COM TER,1,*,1

m. 4 e + PJ.N. N N.- NN NN N. N >e m -- 00 00 00 00 00 1 x. G. C4 0; E E@ tu

= >

- m. OO OO OO OO OO EE EE Ea 2g %2 XX XX XX 'X X .X.X-e =. e >. OO. OO OO OO OO zz xx E. K E3 NN. NN NN NN NN. + 33 33 33 33 33 > >NON C ovdoog >>NONONmNnn >>NON m@NccD4D >>NONT@mcNN >>N vdDMovNmW O.3 3 3 5 m C O N @ vto 0 3 3 3.v ap v N m c o - C ".) 3 3 v e v @ m c v 0 0333 0 3 D.O.v N M N v e e v vNNNT@MO O O vNov@Nov 0 vNOTQv@@ Q . + 0 + M... ,c c c. o n v N N .c c sD N v e c e. N

  • *. o d @ c co - N O

.ccavvvvn .c .-om e vNN N -c-- T cp N N . --n s i e C -. ON-cO4 N.. . O Ce @ N O.. -O e e e 5 ' 0.. --n + e e O.. -M i e e 0 -. +000 -000 000 ~OOO -030. 000 000 - 000 - C 0 0.. 000 = .4

== XX>XN>XNXNX XX> XX>XN>XNXNX MX>XN>XNXNX XX>KN>XNXNX 33366666666W - 333 . 3 3 3 6 6 6 6 6 6 6 6. WJ . 33366666666W '.3,3,3 6 6 6 6 6.f.46 9W

  • =

. s. - - - M.o. v. 2 0 W r @ m v...... M o v. 2 0 W E @ m v. 2OOWEcev M. O. T. E C W C to. cD v..... o.n,v.3 u u p - r@ev .. 3 y e-==... 3 u p== 3u>- =,....... P. O Q O 6 6 6 6 6 k 6 6.J N== > Q Q Q 6 6 6 6 6 6 6 6.J N N = - 0 0 Q 6 6 6 6 6 6 6 6.4 N== > O C C 6 d. 6 6 6 6 6 6 s x - e Q Q Q

's,FX, 113440.

9. F 2, 355287 32,FY, 13572.

16, F x', -9367. ,16,F2, 3043 39,Fx, -40102. 2 39,F2, 69457. ,43,Fx, -79679, WR11E / CON I T E R.,1,1,1 .T I NE, .02400 62,Ux,0.0,, ,Us,U2,RO1x,RO1Y,RO12 ,82,Um,0,0, ,Uv,U2,ROix ROTV, ROT 2 42,UY,0,0,,,,U2 5,Fx, 115440. 5,F2, 355287. ,12,Ft. 11750. ,16,Fx, -8883. 16,F2,

2659,

,39,FM, -35907, ,39,F2, 62191. 43,Fn, -79475. WRITE ?COM ITER,1;1,1

IlWE,

,.02500 @,62 UX,0.0,, ,0Y,U2,RO1x,ROiY,ROTZ D,82,UX,0.0,,,,UY U2,RO!M,ROTY,RO12 D,42,UV,0.0,... U2 T, B.FM, 115440. T. 3,F2, 355287. 7,12,FY, 10213. 7,16,Fx, ~7178, T,16,F2, 2332. 7,39,FX, -32110. 3,39,F2, 55615. 7,43,FX, -77312. LWRITE

  1. COM lier,1,1,1
TIME,

.02600 ',62,Ux,0,0,,,,0Y,U2,ROTx,ROTY,Roi2 @,82,Ux,0.0,,,,UY,U2,ROIx,ROTY,ROTZ @,42,0Y,0,0,,,,U2 7, 3,FX, 115440. 7, 3,F2, 355287. 7,12,FY,

6908, J,16,Fu,

-6322 7,16,F2, 2054. 7,39,FM, -28714, F 39,F2,

49732,

@,43,FM, -73813. LWRITE /CCM ITER,1,1,1

11ME,

.02700 D,62,Ux,0.0, ,,UV,U2,ROIM,RoiV, ROT 2 0.82,Ux,0 0,,,,UV,U2,ROix,ROTY,ROTZ D.42,Ut,0.0,,,,U2 E, t.Fx,

115440, 0,-5,F2, 3b5287-F,12,FY, 7792.

7,16,FX, -5587, F 16,F2, 1815.

i r .^ 2Z ZZ ZZ ZZ iT TT TT TT OO OO OO OO RR RR RR RR YY Yf YY YY TT Tf TT TT OO OO OO OO RR RR RR RR xx xX XX XX 1i fT TT TT OO OO OO OO RR RR RR R.R 2Z ZZ. Z2 22 U, U, U, U, U, U, U, U, 544 YY207450489 V V207792647 YYZ07048483 iY20741 4651 0 U,U,U 4 8 0 0 3 6 9 4 0 U U,U,4 8 9 3 7 9 8 6 b,U,U,4 2 6 5 1 48624409 0 U U,0,4 8 3 5 1 272 f 901 0 4229251 3 0 708 0 ,42044670 0 42896088 655 1 ,,,55431 690 ,55531825 ,55641050 0 ,55641 394 9 549 8,, 25 ,15 1 35 3,, ,13 ,15 236 2,, ,15-236 3,. ,1 5 ~ 1 246 2,, .1 3 0,. ,1 3 0 ~ 0 ,,,1 3 0 000 000 00O .00,0 - 1 1 1 1 0,00,,,,,.,,. 000 0, 0, O, 0,0,0, 1 ,,,,,, MZXZx, 1 1 1 xxYxZYXZXZx xM7xZY XxV xZYMZxZX MZX - xxYMZYXZMZx FFF,l ,,U,U,U,F F F F F F F,F E U,U,0,F F F F F F F F E ,,U,U U,F F F F,F,F F F E E 1 1 1 1 ' 0,U,U F F F F F F F F E ,1 ,T ,T ,T 993iNRE22255266993I MRE22255266993INRE22255266993InRE222552669931N 334RO ,3,4 R O E M 6,8 4, 3,3 4 R O E M 6,8 4, 1 1 1 3,34ROEN684,,,, 11 3 111 3,3 # R O E N 6 8 4, 1 111 .WCTI ,wC ,wCI .WCTI 1 ,WCTI FFFL/IT0DDFFFFFFFFL/ITDDDFFFFrFFFL/I1DDDFFFFFFFFL/ITDDDFFFFFFFF L/

t I ITER,1,1,1

TIME,

.03200 D,62,Ux,0.0, ,0Y,U2,ROTx,90TY,ROi2 D,82,Ux,0.0, ,Uf,U2,ROTX,ROTY, ROT 2 0,42,U7,0 0....U2 F, 5,Fm, 115440. F, 5,F2, 355287. F.12,Fy, 4118 F 16,Fx, -3160 V 16,52 1027. F,39.Fa. -15122 F,39,F2. 26190. F,4 3, F x, -46700. LWRITE /COM ITER,1,1,1

ilME, 03300 D,62,Ux,0 O,

,UV,U2,ROTx.ROTY,ROTZ 0,82,0w,0.0, ,UT,U2,ROTx,ROTY,ROTZ 0,42,UV,0.0,,,,U2 F, 5.FW, 115440 j F, 5,F2, 355287 ' F,12,Fv, 3637 F,16,Fx, -2842. F,16,F2, 923 F.39,FK, -13683. F,39,F2, 23699. F.43,Fx, -42818. LwRITE /COM i l ITER,1,1,1

TIME,

.03400 , 0,62,Ux,0.0, ,Us U2,ROIK,ROIY,ROI2 1 D,82,Ux,0.0, ,Uv,U2,ROTM,ROTY,ROIZ D,42,0Y,0,0,,,,U2 F, 5,Fx, 115440 f. 5.52, 355287. F,12,FY, 3213. F.16,F", -2563. F,16,F2, 833. F,39,FM, -12407. i F,39,F2, 21489. F,43,FX, -39250. LwRITE /COM l ITER,1,1,1

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- s-00 00 00 00 42 a a. a a. Ea i NN NN PJ N I NN l >kNOhemmh@v. D D. D. D. D, D. .3 3 O N e v e. 0 @ M >>NONMMOMT@ >>NOA@eNo-@ > > N ots e N M ve@*MmCO 0 3 2 3 4 e h - M @.- - 0 3 3. D. 9 s k N 4 v b e. O D.D.D.v sn N N T - M O O D.D.D T m A n t. vNN-e i -e O 4NN-e e-O O ,N8-e i m O vNN-e i e O .vNN-CC8 m...CC1 . er o e s N ..o o e O .O o a .*O m .- O e .-o e... e e .-o m.. o...-o .*M .eM O.. .-M O -M -M O.. l -OOO 000 <OOO 000 m 000 .000 . 000

  • 000 e

a>xN>xNxNr xx>xN>XN*Nx ma>xN>KN XN>rNENx xv>xN>xNxNy m . D, D. D. u 4 4 4 4 4 6 4..W. ,D.D.D.4 4 4 4 4 4 4 4 W . D. D. D. b. k w h. b u. 4 6 wJ . 3 2 3 4. k a. w. k 46444664W .= O C N @ @ m m M *= E E W N N N O c N @ @ m m M = E 2 w N N N o @ N @ @ m m M = E E W N N N C 6 N @ @ @ m M.= E 2 W N N N 6 4 N @ @. - - - M. M. v 2 0 W E. @. e v... e - - M. M. Y E D w E. @. e v...... M M. v. 2 0 W E @ e. v.. *. *. *. M. M v. 2 O w C. @. e v... a - a 3y=. 3O>- 3 y >== 3yw. k h u k h, w k k J % =

  • O 0 0 4 6 k 4 4 4 k 4 s % = > O 0 0 4 4 4 4 4 4 4 4 J s = > O 0 0 4 6 4 4 6 4 6 4 J % ~
  • O 0 0 4 k 4 w k -

, - ~

F.39,Fx, 8. F,39,FZ, -14 F,43,Fn, -679. LWRITE / con ITER,1,1,1

TIME,

.09300 D,62,Ux,0.0, ,Uf,UZ,ROTx,ROTY,ROTZ D.82,UK.O.0,,,,0v,02,ROtx,ROlv RO12 D,Q2,Ui,0.0,.. UZ F, S.Fx. Il5e40. F, 5,FZ. 355287. F,12,Ff, -781. F,16.FM. 137. F I6,FZ. - 4 4., F.39,Fu, 39. i F. 39, F Z, -67 F,43,FM, -533. LCRITE / Con lier,1,1,1

fiWE,

.09400 0.62,UM,0.0, ,0v,UZ,ROTx,ROTY,ROf2 D,82,Ux,0.0,,,,UY,UZ,ROTX,ROTY,ROTZ D,42,0Y,0.0,.. UZ F, S,FM, 115440. F, S,FZ, 355287. ' F,12, F Y, -784 ( F,16,FX,

142, F,1G,FZ,

-46. F.39,Fx, 73. F, 3 9, F Z., -127. F 43, F M, -364 LWRITE / CON ITER,1,1,1

ilNE,

.09500 D,62,Ux,0,0, ,,0f,U2,ROix,ROTY,ROTZ D,82 UM,O_O,,,,UY,UZ,ROTX,ROTY,ROTZ D,42,0Y,G.O.,,,UZ F, 5,FM, 115440. F, 3,FZ. 355287. F,12,FY, - 7 8 t,. F,16,FX, 147. F,16,FZ, -48. F.39,FX,

116, F.39,FZ.

-201. F,43,FX, -166. LWR 11E /COM ITER,1,1,1

TIME,

.09600 0.62,0W,0.0,.. UY,02,ROix,ROTY,ROf2 D,82,UM,0.0,,,,0Y,U2,ROTX,ROTV,RO12 D,42,UV,0.0,,,,U2 F, 5,FX, 115440. F. S. F Z, 355287.' F ',12. F V, -795. F,16,FM, 155. I F,lG,FZ, -50. F,39,5x, 168. l F,39,F2, ~291. F.43,FM, 59. LWRITE / CON r

s s NN NN tJ N NN += e= 00 00 00 0O %E XE a1 E. G >o > ea > > = =* OO OO OO OO 2E g& aa g a. K XX XX XX eX= > o. OO OO OO OO KE 11 11 NN tJ N ta N NN. 33 33 33 33 4 >>NoeNenson >>NoNecoo-- 4 >>NONevnvoc > > N o N 8 m au N o @ g CDD3emo@nno-o333.ve-sc-vm o 3 3 3 v e n e,c o o m c333.vme-NNoO vNmNe o m ea o,..OCe vNo inoc o .vme-e use i o .vNo-e Nvn o...OOe O 8 - m a S ..o o e i .o O 4 4 N.. O. .*C o...-c o...-C y m m .-D

  • n
  • n e..

.*O O .*M 000 -OOO 000 OOO God d.d d......... d.d.d......... . $d.d......... A N xx>KN>XNXNX xx>xN>XNXPJX XX>XN>XNxNX W . I XX>XN>XNXNX e I ..3 3 3 6 4 6,4.E.k k k W 3 3 3,4 4 4 6.k 4 6 6 W " o *3 m 33366446646W 3.).3 6 4 4 6 k k k k W EWNNNOCN@@meM=ERWNNNdCN@@@mS-EEWNNNCCN@@mmM-EEWNNNOCN@@m@M=2-A- ~~M e--Mnvg3222

      • M.Mv20WE@mv...~....M.v.2 0 W E @ m t.

WE@ev

  • - - M M v n O W E.@.m e 3u>-

3O>= 3w-== ... _.. s tJ_e --m#m._.._... m.=. .-*---~~~^^^.iim. -am a-a.__ i w e 6 a ala w w.A A A w w A a R A N A_ _..

    • e e

i r O w a. n e N NN n-eO OO O a' O O WW wO ww eIL -W4 h 4 o W eT CnW -Os -0J "OD EO (.* .D W A D2 w= Q n(O -42 vnne b C WOE-WNwm EN>0 0 -1 NO e2k e3O NO O 4) O U22 4-w NN n N.J.2 Om<< WNEE iGEE N*OO @O22 -x 00 - x sc. M O> x e us e >Nb> >>>>>e-****>>>>>>>>>>>>>>>>>>>>>>>>>-**w >>w.->>>=>>~=> 0 Om( K E E E E E E E E E E E E E E E E E E E E E E tr E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E N

    • 4>

0000000000000000000D0000COOOOOOOOOOOOOOOOOOOOOOOOOOOOO N -*O aAAa4444144&4ALLAA444AA44AAAAA4.aAAAa4&aa44Aaaa4a4a411A e nWW wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww m o> O EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE @EO2 a e e e a e e e e a e i s e o e a e e e e e e. e e e e e i e e e e e a e e e i e i e e e e e e e e a e e e 23 u66ku66ku46uw6ku4666a464u46644644Lkkuh6aw66kuA6uu6L*46 00000000000000000000,0000000000000000000000000000000000 . 30 [. W P_Q p__ n a a a e a a i e o e i e i.i i e t. ,e. t i e i

u.. .e O w Q. smm w N N6 m-eO OO -O O a O e-MW WQ ww eza

  • WL N

= n W e4 0mW O4 Oa -00 E O.- q. .p Q .Q W2 w= 0 o(0 -42 4moe J E wO1 wNwS aN-0 0 9 NO -2u e3O NO OOO 422 4=w NN ON4J Om4( en N E E e @22 N-DO @OE2 l - -- u 00 l

  • x M

O> I >h53 mem N e- -.-.-.- -.-.- -. .-.--.--.-----.--.-.-.-e.-.-.-.-.-e-e--.---.-.-.-.-.--- e O O-( n 2 a a E 2 a a E 2 2 a a 2 a a a a a a a a 2 g g a a a a a a a E a E.2 a 2 a E E E E E E 2 a a E 2 2 E 2 a N 4 00COOOOOOOOOOOOOOOOOOOOOCOOOOOOOOOOOOOOOOOOOOOOOOOOOOO N ~*-W A a A A 4 4. A 4 4 4 4 Q. EL & A A L a a c. A 3. A 4 4 4 4 4 4 A a Q. 4L (L (L A 4 & IL a 4 4 4 4 A a 4 4 Q. A a (L 4 a m MMM wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww m n> c a a a E a 3 a a a E E E E E c E a a a a a a a a a 2 a a E a a a E (r g a a a g a a a a E g z a a 2 2 22a2 i a e i e e i e o e e a e e e i e e e i e o e e a e e a e e e e e e e a e e e a e a s e e e e 4 i e s # @ O. O 2 4au6kuu6Lu6L6au6uau6uaukkuw66au4666664m444k64u464uu6ka (

  • =

'~ 23 3O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO4OOOO 5h b h}}

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