ML17250A599

Piping Stress Analysis Rept,Rhr Sys,Section 200.

ML17250A599
Person / Time
Site:	Ginna
Issue date:	07/31/1980
From:	Loceff F, Massie W, Ching Ng WESTINGHOUSE ELECTRIC COMPANY, DIV OF CBS CORP.
To:
Shared Package
ML17250A597	List: ML17250A596 ML17250A599
References
SDTAR-80-05-03, SDTAR-80-5-3, NUDOCS 8009170314
Download: ML17250A599 (191)

Text

WESTINGHOUSE PROPRIETARY CLASS 3 SDTAR-80-05-03 R. E. GINNA NUCLEAR POWER PLANT SEISMIC UPGRADING PROGRAM P IP ING 'STRESS'NALYS'IS'EPORT RESIDUAL HEAT REMOVAL SYSTEM, SECTION 200 AUTHORS: W. A. Massie C. Ng APPROVED:

F. Loceff, Manager Structural & Seismic Technology WESTINGHOUSE ELECTRIC CORPORATION NUCLEAR TECHNOLOGY DIVISION JULY 1980

TABLE OF CONTENTS 1.0 SYSTEM DESCRIPTION 1.1 Extent of Piping 1.2 Specifications 1.3 Loading Conditions 1.3.1 Operating Modes 1.3.2 Seismic Environment 1.4 Static Displacement of Anchors 2.0 ANALYSIS 2.1 Piping Stresses and Loads 2.1.1 Basic Stress Criteria 2.1.2 Branch Bending Moments 2.2 Nozzle Load Evaluation 2.3 Valve Load Evaluation 3.0 RESULTS OF STRESS ANALYSIS AND LOAD EVALUATIONS 3.1 Support Description and Load Summary 3.2 Stresses 3.2.1 Weight 3.2.2 Normal Operation 3.2.3 Most Severe Mode of Operation 3.2.4 OBE 3.2.5 SSE 3.3 Deflections 3.3.1 Weight 3.3.2 Normal Operation 3.3.3 Most Severe Mode of Operation 3.3.4 OBE 3.3.5 SSE 3.4 Valve Load Summary SDTAR-80-05-03

TABLE OF CONTENTS APPENDIX A Al 1owabl e Stress 8 WESTDYN Input Data Isometric C-381-354. Sheet 1, Revision D SDTAR-80-05-03

1.0 SYSTEM DESCRIPTION 1.1 Extent of Piping (1), (2) 10" RHR line from penetration 140 to intermediate anchor RH-9.

No significant branch lines are included. See drawing C-381-354-1, Rev. D for details.

1.2 Specifications (3) 10" AC-601R Pipe: Seamless or welded, A312 Type 304, Schedule 40S.

Fittings: Seamless or welded, butt weld A403 MP 304, Schedule 40S.

Flanges: Forged, welding neck, A182F304, 6008, RF, Schedule 40S.

10" AC-2501R Pipe: Seamless A376, Type 316 Schedule 160.

Fittings: Seamless, butt weld A403, WP304, Schedule 160.

Flanges: Forged, welding neck, A182F316, 15008RF, Schedule 160.

1.3 Loading Conditions 1.3.1 Operating Modes The operating modes for the RHR system are summarized in Ref. 4. The environments for RHR 200 are listed under fluids lines 1 and 2 where fluid line 1 extends from loop A to valve 701. Fluid line 2 extends from valve 701 to outside containment. The normal and most severe conditions are:

Fluid Line Temp, 'F Press, Psig Normal 1 612.2 2235 2 120/70 150 RVO 1 612.2 2235 2 612.2 600 Loss of Load 1 643 2628 2 120 150 S DTAR-80-05-03

1.3.2 Seismic Environment The seismic environment is represented by linear acceleration response spectra at various floor elevations, linear accelerations due to torsional response of the building, and relative displacements of anchors and supports. The torsional response of the containment building and interior structure has negligible effect, due to the rigidity of these structures.

~

The response spectra and floor displacements are based on a dynamic response analysis of the containment, interior structure or other building supporting seismic class piping. For this project,

\

Gilbert Associates, Inc., has performed this analysis and summarized their results in Ginna Station Seismic Upgrading Program, Reactor Building Seismic Analysis, December 21, 1979.

That document provides response spectra along two orthogonal horizontal lines and the vertical for each node in the GAI dynamic analysis. for piping which is at~ached between several

'node points, no single set of response spectra will adequately describe the piping environment. To assure conservative results in such cases, a combined spectrum for each direction is obtained by using the highest acceleration of any adjacent node at each frequency. The result is a response spectra envelope.

For the subject system, the following building node points are adjacent to the piping or equipment supports:

BUILDING NODE ADJACENT PIPING SUPPORTS OR EgUIPtlENT g&9c. r aA'ural/el~~ Pzn/7 /Wa 4 7'/dP S NUCWPZ zz od'-9 SDTAR-80-05-03

The response spectra for these points and the response envelope are shown graphically in Appendix A. The 'pectra coordinate system for these spectra is not, in general, coincident with the coordinate system used for the piping model. Figure A.2-2 indicates the orientation of the horizontal axes of each system. Prior to analysis, the piping system model is rotated such that it aligns with the spectra coordinate axes.

Note that it is sufficient to align -Z (piping) with Y (structural) since the signs are of no consequence in such an elastic, seismic analysis.

Y (STRUCTURAL)

/

NORTH

/

/

I

/

/

/

/ ~

/ X (PIPING) 290 X (STRUCTURAL)

Z (PIPING)

FIGURE A.2-2: COORDINATE SYSTEHS SDTAR-80-05-03 h.

J

To reduce the number of cases that must be considered, a support (or group of supports with identical displacements) can be assigned zero displacements. The other displacements are then revised to give the same relative displacements.

Only the remaining non-zero displacements need be used as loading conditions. For the subject system, these relative displacements are given below:

RELATIYE DISPLACEMENT IN STRUCTURAL COORDINATES*

3 3 SUPPORT OR E)UIPMENT YERT. RX,10 RY.10 RY.10 zza7 + leo o. ops/ O.oW9 d.oar z A'H-9

>~amer ~~nwz

• Zero displacemen indicates attachment at the chosen base location.

Note that since these displacements are in structural coordinates, each component must be rotated +29'o the piping coordinates before inclusion in the piping model.

The subsequent rotation of the piping model will then result in specification of the displacements in tne structural coordinates as indicated.

+Relative displacements as shown above are small (less than 1/16"), therefore, no anchor disp'iacements due to earthquake are included in the analysis.

SDTAR-80-05-03 4

Rotation of the piping model by -29'ill align the two systems.

The displacements relative to ground of the building structures at points of support or equipment attachment are summarized below:

ABSOLUTE DISPLACEMENTS IN STRUCTURAL COORDINATES SUPPORT OR EQUIPMENT VERT. R .10 R .10 R

/~

.1'EA'7 oo/<+ <.0/4+

d.zoo/ Z. 6/

suppuz7 y.ooo7 O. m<~ CP. 000/

"Units: radians and inches Each displacement component at each location represents a separate loading condition. Only displacements which can be transferred to the piping through the supports are included. A vertical support, for instance, can only transfer vertical displacement from the building to the piping. The net effect o all component displacements at all points of support is estimated by summing the absolute value of the results for each component at each point.

SDTAR-80-05-03

1.4 Static Displacements The d',splacements of anchors due to thermal expansion and other static condi ions are suomarized in Table 1.4-1.

SDTAR-80-05-03

TABLE 1.4-1: STATIC DISPLACEMENTS SYSTEM: R(=s/Dura az~v- Mama@' PREPARED BY: C'. rt/&

SECTION: >o o CHECKED BY:

REFERENCE(S): SsZ czrrzz ro 9 y9 z wc. ziVCvc J-/CZ &g. AJ/ 6+ Ql(ip/

Compt. Therm. Thermal Growth

'quipment Description Node Mode DX DY DZ

'no. no. in) in in

/'+c o. u9 h'-9 As eroH l.~o Loa 9/o / o.54 J -0.&D.9 -o, zw8 5 ~~g/ ( F~Q ~ /~ 8 4/(~( W cs Thermal Mode I:

Thermal Mode II:

~

'=

Thermal Mode III:

Q -

Thermal Mode IV:

-. 8 g

SDTAR-80-05-03

'I

2.0 ANALYSIS 2.1 Pi ping 2.1.1 Basic Stress Criteria According to criteria established for this project, piping.

included in thh scope is to satisfy the requi rem nts of equations ll, 12 and either 13 or 14 of ANSI B31.lb-1973, "Summer Addenda" to Power Piping ANSI B31.1-1973, These equations govern allowable mom nts due to sustained loads (deadweight), occasional loads (seismic), and thermal exoansion loads, respectively. Relative seismic anchor displacement effects must be included in equations 12, 13 or 14, PD 0

0.75 i YA

c. S B31.1-11 4 tn PD 0.75 i NP 0'75 i Y'B B31.1-12

."n 2 Z h i M A 831.1-13 Z

PDo0 75 1 MA i Mc 831.1-14 4ttn 4 Z Z h A M

A

= resultant moment due to weight and other sustained loads, ir,-lb.

M = resultant moment due to occasional loads such as fluid flow transients and earthquake, in - lb.

M = range of resultant moments due to the thermal expansion, in - 1:

c P = internal desicn pressure, psio SDTAR-80-05-03

D = outside diameter of pipe, in.

0 tn'.= nominal wall thickness of component, in.

= stress intensification factor* from appendix D, B31.16 - 1973 0.75 i 4 1.0 section modulus, in3 as described in B31.16 - 1973,

~

Z =

. section 104.8.4.B.

Sh

= basic material allowable stress at maximum temperature.

SA

= allowable stress range for expansion stresses.

k = 1.2 for occasional loads acting less than 1% of the time.

Analytical procedures for checking compliance with these equations include a distributed mass deadweight analysis, lumped mass response spectra seismic analysis, and a thermal flexibility analysis. These procedures are implemented by the computer program MESTDYN, which determines loads and displacements at all chosen cross sections, associated stress levels as defined by equations 11, 12 and 13, and reactions at all support and equipment connections. WESTDYH input is prepared by program MESGEN from a data base established by program PAGES.

Three coordinate systems have been consolidated in this analysis.

The piping geometry is described in the PAGES program input using the GAI piping drawing coordinate system, with north along the negative Z axis. For inside containment systems, this data is altered using program ANZEIT which transforms the model to a system parallel to the GAI structural coordinate system, which has the positive Y axis inclined 29 east (clockwise) of north. The SDTAR-80-05-03

piping oeometry is thus specified in a coordinate system whose axes are parallel to the response spectra axes used by GAI for the containment and interior structure. The third coordinate system is local and is described when used in this documentation.

2.2 Nozzle Load Evaluation Loads imposed on equipment nozzles must meet the following criteria unless specific allowable loads are known, in which case those loads must not be exceeded.

(1) axial force < 0.01 S A

)I (2) bending moment < O.l S>Z (3) torsional moment < 0.2 S>Z (4) shear force < 0.01 S>A where S = vield stress of nozzle at ooerating temperature from ASYiE Section III '.

2 cross sectional area of pipe, in

~

A =

Z = section modulus of pipe These allowables apply for the following loading conditions:

a) Normal condition deadweight plus maximum ooeratina thermal b) Design condition OBE earthquake plus maximum op rat',ng thermal plus deadweight S DTAR-80-05-03 10

Valve Load Evalua.ion Valves are classified as either active or inactive. Operation o= an active valve is required for a cold shutdown. All other valves are calssified as inactive. For inac.ive valv s, it is necessary to assure that the pipe valve interface me ts he criteria for piping stresses. The valve load criteria discussed below apply only to active valves.

VALVE TYPE STRESS LIHETS ON VALVE ENDS Swing Check 0 max <

S Y

~bending 0.75 S Y

~tor sion <0.5 S Y

Safety, open < 0.75 umax SY Safety, closed refer to vendor's specifica icns Other ~rtax '

< 0.50 SY

~torsion <0.50 S Y

max

= maximum principal s ress

=05{H S,+~(H-S) 2 . <S,)2 SS 2

0- . = maximum f'.ber stress due to bending bending

= Mb/Z

> tension maximum fiber stress d 'e to tors ion

= Mt/2Z SDTAR-80-05-'03

S Y

= yield stress at desion temperature for ASME SA-376, type 316 .or stainless steel valves and ASM=. SA-106 grade B for carbon steel valves.

Z = section modulus of piping Nb

= resultant bending moment Mt = torsional moment H = P 0 [r0 2

~

+ r. 2 )/(r0 2 - r. 2 )],

1 1 hoop s ress P = operating pressure 0

r0 = pipe outside radius

r. 1

= pipe inside radius L = P 0

[r. 2 /(r 0 2 1

- r. 2 )], longitudinal pressure stress 1

F = FX/A F

X

= axial load B =M/Z S

0

= F+B+L S torsion S/A F=S shear force SOTAR-80-05-03

Active valves may be checked for compliance with these criteria by manual calculition using loads from the piping analysis or automatically by using program VALVE. This program is linked to the piping analysi.s output file from which it obtains all necessary load data for each valve.

3.0 RESULTS OF STRESS ANALYSIS AND LOAD EVALUATIONS The analysis described in Section 2.1.1 has been performed for the as-built piping and support system. This analysis. indicates that the stress and valve load criteria are satisfied by the as-built system.

'owever, the resultant load on support RH-8, a rod type hanger, is upward or compressive. Rather than install a new support capable of sustaining a compressive load, an analysis has been performed with RH-8 assumed inactive in the upward'irection. All pertinent criteria are satisfied by this modified analysis. Therefore, it is recommended that RH-8 not be modified.

SDTAR-8O-OS-O3 13

SUPPORT DESC."-.iP:.s"..'i ~sl0 LOl'.0 SUl"".RY SYSTEM: A EZ'roc.~c. ~a i a~ocac. PREPAREO BY: CA SECTION): CHECXEO aY:

SUPPORT:

DESCR PTIQ,'l LINE OF l'CTIOll STIFFts~S~ ('/ //'she)

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FX FY l F7- I lX ~

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THEfi'".sL:I: ~ os~ or THEPi" .L I I I: ~rg RH-9 SOTAR-80-05-03 14

SUPPOPT

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LINE'F PC STI FFtlESS (i(-y~'s,lg~ )

Pxi a1, Hor i zon ta 1 Transverse, Horizonta1 Yertica1 Other (S=ecify)

LOGOS (kips, i;,-keeps)

Fy )

F'( ) )

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x '7 (

'1 YcTcz peag; hei ph t Seisr;.c O-E Therz" 1 I I y~c~a<<g~

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r ~ Celiac THEf'.!'4 I I I: + 4 /v r.r~ foci V

Z SDTAR-80 ~05-03 16

0."..SC"..i?:!".'i 7-!l0 SUPPORT LOit'.0 SI',".."'RY 4

SYSTEH: Ys/al.'. uAr ~~ ovule PREPAPED BY: g/.u SECTION: Dc 0 CHECKEO BY: ) C+

'UPPORT: xA -8 DESCRIPTION(

LINE OF /ACT>Oll STIFF(lESS '~/~z/~~)

P."ial, Horizontal Transverse, Hori zontal

/.Vh'CÃV+

'lertical ~ . u~~ )

Other (Speci,y)

LOADS (kips, ip-kips) t FX FY I FZ (',X ('if > NZ l n('inLYS I S/< i2'"

0 ada.~eic'ht g V<f6'i"/-a~

Seisriic i -OBE +o.2 y.-+P/gc'l=g-Therr.al I Them.1 II ,Jf Thecal III Seisr,'.ic, SSE <<I. I Z. (

I VgA/~/P~/~B ~

THERi.iL I. WO~~/~

Indicate nor.h THER.-".".L: I: Zan~- uw ~own 29 THE(if"..L I I I: gag (g=gcp yygcv= pps4)

V SDTAR-8Q-Q5-Q3 17 Z

PREPARED BY: 6', ~0~

SECTIOsf: CHECKED BY:

SUPPORT:

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k<ial, Horiz ntal Transverse, Horizontal Vertical 0th r (So ci=j) (zi//=PA'>~

//.// = /Z7.- +/~= zo, Z.

8/s- = /'4d 0 W= 472der ~c c'~aarAa7z<)

LOADS (Lips, ir,-keeps)

FX I FY t 7 I 1- ':: ! .7 I

.-'."-'V:5'-c.m D ad;'-"i ht I I-c, o~l I-a z! I ycc~c's'~Z~~

Sel5,. '! c Ther.-."1 I The~-,.ial

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Seisr.:-ic, SS' c'Sz/ i'd D Indicate nor:h THER~";"sL 'I: ~

gg~

THEf'l'.:;L I Ii:

SDTAR-80-05-03 19 V

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oD Ln g p tjaps ~ e m Y

SYSTEH: .>c> i> c ~c ~r-' y'=arri.wc. P REPARE0 Y C ~ >Cy SECTION): OO CHECKED BY: J C I SUPPORT:

DESCP, I PTI G,'j LINE OF /'CTIOll STIFFtlESS (r<-yr'wJiv )

Curial, Horizontal Transverse, Horizontal Vertical 97 Other (So city) 94'OADS (keeps, in-keeps) t F' FY I 7 ~

'h I

~ g

%7 l

"~ 'LYSTc!i ~

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Indicate nor.h THEl~";"iL 'I: ps< > <- Zc:aa THFf: .L I I I: g.in (-.r. ~c./Ei=

V SDTAR-80-05-03 20 Z

SUPPORT r':"S=.=.IP-:;::i;:;O LC.D Su::;;-.'(

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(~ r~Z ')

LO DS ():ips, ir -(is)

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Indicate nor:h ~CAD nr> )

SDTAR-80-06;03 V 21

SUPPORT DSC" " '"'"O Lt 'f'U'>" "Y SYSTEH: .><mr p<P+C. war>i <'ter / wc, PP,EPAP,ED BY: C', ~<~

SECTIOtI: CHECKED BY:

SUPPORT:

DESCP IPT;G,'l LIt/E OF STIFF<lESS (/q r'r-'srrv')

ACTIO:,'hial, Horizontal Transverse, Horizontal Vertical md'2 Other (Sp ci-g)

LOADS (kips, in-hips)

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I Seisr.;ic~ C E lzd, sl I I I Iv<< '>>r'>

Ther@.."l I I d.d~  ! I Y<CWCp <r N:~'PO

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T)Ef;;L I I s: rfic+rc. r gf A V SDTAR-80-05-03 22 Z

~~ . r ~1' ~

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Horizor.tal Transverse, Ho'r izontal Vertical Other (Sp cia)

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SDTAR-80-05-03 23

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SUPPORT r.: '":-'. P; l".'i '!'P LOAP SV""'"".Y SYSTEH: /~ c~ ia~ c.z>c. uzv>i -.Zse~.rat. PREPAR" D BY: (

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SUPPORT:

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u Vertic 1 /

Other (Sp city)

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LWiDS (kips, ir,-kips) t F) l FY I F7 I 9 l

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~

~

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DE)iOr t;it')re Y6CNGbS 7/23/8n HESTDYN DISPLA'C<51Ewyg AT gt)PPtrHTS ANO t)IS(;t)ttT1NL)l TIES I< Gt.t)BAt. CUt)HDS DESCRl" Ti)r< "trt)E t)X '

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.02'own ShRrt>> l A ,oui << ~ 012 ~ OOU227 ,uonlnt ~ oooo I3

NUHHA L LJPEH A T Il'lf~ Y6CHG68 7/23/BQ NESTDYN

~]SPLACENf'-NTS AT S<jPPf)RTS AND DISC(><<TlHUI TIES If< GLOBAL COUHDS DE SCRIP Ti)H fV<fOE I) X uY DZ RX HY HZ (TNCf!FS) (lNCHES) ( INCHEBj (HADSi (RADS> (RAl)S)

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0 I.OSS UF L))AD YaCwGbs 7/23/eo wESTDYN U1SPLACF)1tH TS AT SUPP()HTS AND DlSGol'ITLHUlTIFS 1') GLOBAI. COUHDS OE, S C V 1 l' u)( lE) )DE DX OZ HX Hy RZ

( I[le)lF-S) ( I NG >IF S ) (INCHES) (HADS5 (RAOS)

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CD I STHtlw 0 . 1nl F 004 <<cobb <<.OO0019 << ~ 000709 CD I

SPHil5 330 .Osn <<,004 qn?b << ~ 000281 << ~

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H Yr) YoL t)tiUF o/25/r'lu vlhS lOYN

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SP tilled 4/0 ~ U18 ~ ~ 001 ,119 ~ 000U43 ,vuuub> ,,000094 Shirt>1) r) 99 ~ ~ Uul ,147 ",Oor)v)9 002416 + ~ 00r) 037 J

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SPHrth 55o I)7 $ ,Ooo ,003 >oo0830 ,U0$ 199 .,0000dh S~.tet)4 Sou <)

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bPI~H 4 pa) o .10a ~ V ~ Oob >ouo236 IOOlt)rt 1 ~

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i>l iPLACf.lli-ri18 A'1 S(II'POIc'1 8 AHI) Ol~( u<<1 lriul 1 IE;8 It'I IILUUA(. COUI~OS C/)

CD

1) V. 8(.'I:1P I!I' I 'I I[) P 1) A Li f 'UZ Hx Hy KZ (Ir (:Hh5) 1

( III( IIES) ( Il~( ri~S) (ICA1)S) tqAOS) (l(A1)S)

I CG CD I

CD p IC Il 3 ~1 4ilu .>11 aud> ~639 I002632 , ii 01823 , 001721 I

CD SAhlg~uiiu 1 4SVI ,~12 .124 . I523 e002009 .

~ 003491 , uuu3I) 0 GJ SPIch / 4aII , 0)iI , 4'50 ~ 000840 e u03213 I000491 S 1 llrin >I) Il ~ 0 I!4 , 24'/ ,0Iiub41 guu345$ ,0004II5 .

'I SP cnS >ALII ~ 07II ~ Vul ,o94 ,nuu25S ~ u02SU] , Vuv4/0 S K lc iiil Sou .'I 18 ~ 00/ ,uil <000444 . ~ Uo]484 ,u00452 SP1C:) S 9 Ii ,uu/ ,108 ,000292 (I 0499 1 ":,uuubS3 g ~

f Sf ICIIP 091 I vuu ,lul .000681 ,Uuo/1 j ,000784 Sr lIII-1A >!i Ii . Ci48 ,001 ,1 1/ ~ I) 00802 , IJ009$ 2 , u014/1

f)LAUWEIGHT Ybi"NG68 7/23/80 WESTOYN EQf(A ) I() y f I g TgPSS ArvALYSI <; PER ANS I 83 I ~ f GIJOE 1 HHOUGH THE SLITHER I 973 AOOENoA ( NNS P IP I NG )

ALL STRESSES IN PSI Nf)N NUCLE.AH SAF1 TY (NNS) P IPIN" NUDE, EAUAT IUN PRESSURE IIENP ING TOT AL ALLuWAaLE OVERSTRESS PUINT N fbi'iOER STRESS STHESS STRESS STRESS lo 4927, 937, 5ObS.'bbf.

20 CR 4987 ~ 634 '6420.

C7 g 2o CR 49c.7. '34.

SS61. 16420.

3U 4927 s31. 16420I 5459.'459.

I 30

'927 s 531 ~ lt420. -'

40 4927 102 ~ SU29 ~ 6920".

'927

~ 1U2 ~ 5029 16420.*

CR ir 987 ~ 105, SU)3. 16420.

Cfr 4947 ius, 5033. 1642o.

116 V57.'6420 5U44, 16420

'927

~

't 60 '9dl, fib ~ 5044 420.

bl CR 4947, 116 ~

'044 1642o.

6l EL 4927, 116. '044.

16420.

7U 4927 194, 5122 16420.

7G

'927, 194, 5122. 164po.

CR 4927 ~ 260 1642o.

5208.'85.'

'2.

CR 908, 16420.

90 154. 16420.

0 DEAit>j;tC Hf Y6CNG6S 7/23/80 'HEBTDYN K4jjA rltlrf l i STjtESS A<<ALYSl8 pEH AtfSI ff31 1 CU()F TkjHJJUGH TH4 SfJH>>fR 1973 AODEbjt)A CNNS PIPING)

Af.l. STHJ-SStS IH PSI Atilt tj<JCf. EAR Shf:Fr Y (j<jtS ) PT "1tj"'tUDE qEHuFH FnUAT>O>> PRESSUHE BENDING T01 AL ALLJJNABLK OVEHStBf:SS Pdf JEST r vvf- HjJt'jfjE.R STRESS. STHESS STHf'-'SS STHKSS RIJ 0 ~

902.'02."

a, 16420.

r C) 90 154 1 057.' 1642O, 9jJ2,'974e K7 I

jJ26. 16420,

'24 CO 120 RJJ ~

ED I

CD 134ba 159oo.

I 5420.'VO8.

ED 1 jju CH 3974 lo34. 159o Jf..

140 '974'974 113o.

263 5104.

237 8.'642o. 159oo,'5900.

15 ji 150

'974s '35.

41O8. 15900.

160 3974 206 159aa, 4180.'18o.

159oO.

'06 160

'974.

3974 159ao.

'11 170 C.B ~

170 412 ~

4185.'386.'382.

15900.

'974'9/4.

180 14 jJ8, 15900m 1 tfo Clk 3974. 721 tj 159ao.

3974 '32, q95.'906.'906.

159ao.

CR 3974, 932 15900 ~

2no 3974I '594.

55f f5900.

DEAU~E1t,-HT Y6CNG68 7/23/80 . NE8TDYN r

'QltATlt)N l l STRFSS A "ALYSIS PEH ANSl 8$ 1 ~ 1 CUD'HHOUGH TNE SUHHER 1973 AODENhA (NNS PIPING)

ALL. ST t<EssE s r N P s l NAtl NtJCLE4R SAFF TY [NNS) P>PING NODE BEMUD H EOUAgrON PHESSUHE UENDJNG TLl I AL ALLUHA8LK OVEHSIHESS PUIttT TYP" Ntlt~HER STRESS STHESS STHESS STRESS 200 39'/4 ~ 1594. 15900.

5568.'059.

CR 3974 eUu. 159oo ~

E/l

'974.

686 4D59 15900.

C) 39/4 ttb 1 6." 15900.

'42 220 CR ~

I CO CD 3974. 159on..

'42 I 220 C3 4516.'756.'t I

3974 ..159nu.

'83 ED 230 CB ~ ~

23o 39/4. 783 /56.

15900.'59oo.

3974

'11 CR ~ 4

/85.'785.

t:R

'974 811 15900.

i 4024. 159oo.

'51

'974.

CR i'.5 0 CR 3974 ~ 551, 4524. 159on.

25l 3974. 550, ub24. 159n0.

E,L 39/4> 550. 15900.

4524.'475.

3974 tlo 1 ~ 159no.

'974>>

401. 4375. 159oo ~

270 3974, 891. 4064. lSVoo.

2 7ti Cre 3974. 891 4864. 159oo<

2bo CR Js 3974 '4b3, 5456. 159nn.

[IEAUWLTGIII Y64NGbS 7/23/80 NESTDVN-FUIIAIlllrI l> STIRLESS AIIALYSIS PEH ANSI I33l,l 'CUI>K 1HHUUGH THk SUNNER 197S AnDE,NnA (NNS PIPING)

ALL STHESSKS IN PSI III)I] i'IU( LEAR SAFE TY (NNS) P il IN<>

NUOE HEHbEH FOUATTUN PHESSUHE 8KNOING TOTAL ALLO>ABLE OVERSTRESS PUINT TYPE NUII[iER STRESS STHESS STRESS STRESS 280 3974> 1483. 15900.

5456.'466.

3974 1292< 1S9OO.

Vl C7 CR

'97ffe 1292 5 i,'66.'V88 1S9oo.

I 29'nn 3974. ~ 1590n ~

CO '11'114 CD I

CD CR 3974 5088. 159oo.

I I

CD '914m

'70, uouu. 159oo; 3$ 0 3974m 67oe uDuff. 15900 32u 3974. 184 4158 '59oo.

158. 159oo.

'84 3974 ~ u 3 3Il CR

'97ff

~ lffl ~ ul s. 1 159nn, 33u 3974 1 ui ~ u 1 1 15900, S.'050.

3cln

'974, 76 159nn,

'6, 34G 3974, 159no.

uoSo.'033 CR 397 l ~ 59, 159nn.

CR 3974 59 4033, 159no.

'974..

4063. 159nO.

5 h II 3974 4063. 159nO.

3 7 i)

'974.

213+ 4187. 159no.

DkaovEYGH1 Y6CNG6S 7/23/80 MESTDYN tVHATlU<< l 1 STHESS Al>ALYSIS PER AllSI 831.1 GUDE THHULjGH TH4 SIJHHER 1973 Al)OKNnA (NNS PIPING)

ALL STHESSES IN PSI Nt)N NUCLEAR SAFE fY t.'4NS) Pll'ING NUDE 51E Nllkk EQUA T TON Pllk SSUHE 'ENDING TOTAL STHkSS ALLUWABLE STHtSS OVEHSTRkSS Pulrl T IYP~ NllHHER STRESS STHESS CR 3974 213 ~ 4187. 15900.

CB

'974I 745 4 15900.

718.'718, Vl C7 38:i CR 39'I 4 e

'45 159n0.

I 390 CR

'146

~ 5120. 15900.

00 3974'9'I4 ED I

ED o 1146 ~ 15900 CA I

C) 3974, 585 5120'558.'558.'106

'5900a 400 CR 3974a 15900,.

'32.

410 CR 3974 1'590 0.

O'I 0 '974.

132. 4106." 15900.

CR 39/4, f32 ~ 159a0.

4106.'106."

3974, 132 1590 a.

4?0 gg'I 4 ~

'rl5

~ 4418. 15900, CR 3974. 4418. 15900.

551 ~ 452 15900.

3974'974. 4.'424.

CB 551, 15900; 440 3974 168 4142. 15900.

15900.

'68

l40 Cll 4 142.I

'974'974, 4 b l) CR

'86, 60." 159na.

t>T:AD<tE I Gite Y6GNG6S 7/23/80 HESTDYN r

EuttATIuN ll STRESS ANALYs18 PER ANSI 831.1 t(tDE. THRDurH. THE. St)HIER 1973 ADDENnA (NNS PIPING)

ALL STRVSSt;8 IN PSI tltlrt Nltt'LE.AR Sat:8 TY tttNS) P1 "Itt" Nut) t. HE.HIIEH FOUATzON PRESSURE llEND ING TOTAL I'LLOMA8LE DVERS>RE88 PUINT TYPt'- tf llt'i 8 E tt STRESS STRESS STttESS STRESS-450 3974 786 4'I 159oo.

60.')11.

U) 15900, CD 4bu '974, '37.

I 4 hei 3974. 3371 4811. 159no.

Co CD I

CD Ul 470 }89, lt lb/, 159ao.

I CD 470 Ctt 3974'974'974. 189 ~ 4163. 159no ~

471 189 4163 159ng.

'89,

-"'159ao.

3974'974 4163.'b48 EL 575, 159on.

480

'974 575 ' 4448. 159on.

490

'974

71. 4b45 1S9oo.

490 LP '9/4e 671 4b45 ~ 15900 500 3974e '79, 159no.

4752.'752.

5tto 3974, 179 ~ 159no.

bla 3974, 778m 4 I52 159oo.

510 3974. 778 ~ 4752.' 159nn.

3974s 205 l 15900.

79.'179.

520 3974. '05, 159nn.

550 3974. 794m 47( 8. 159no.

i~tau~f f f tf I Y6CNG6S 7/23/80 WESTDYN PvliATIOre if STRESS 4IVALysIB PEH ANSf bSf, 1 CODE THHOUGt< TN" SUH~ER 1973 A00ErenA (NNS PIPINGl ALL STHESSES IN PSI suefte NflCL EAR SAF'E Ty (NNS) P I "IN~

r>LJDE Hl.'e1(iEH EAUA TgDN PRESSURE. ffKNOlNG Tuf Af. ALLUWABLE OYERSTRESS PutNT TYPh, NejelBER STRESS STHESS STRESS STRESS 53o CR 3974 ~ 794 4168. 159na.

5ee0 3974, 4d83. 15900

'09'09, 540 39 )4 ~ '59oo.

55o CR 3974e 841, 4~15. 159ou.

a 55u CR 3974m 1503, 5477. 1590 o.

ED I

gI bbo 3974 519 e 4493.'db4.

159o0.

cD Qgo

'974'974 290 159oo..

576 CR '12'12 4185. 159no.

Cle

'974m

~ 15900.

4185.'114.'847 584 f4OI 159oo.

aL 3974 ~ 27 3 ~ 159oo.

590 EL 345, 4S f9 159oos 3974'974.

177 ~ 4150 15900 ooo 3974. f71, '145.

'59oo.

ooo 3974 171. 4145. 159no.

Li '974 159oo.

'9I4.

4137.'137.'137.

159oo, 3974 ~ 104. 159oo.

Of.Ab~'f:Tt;tlT Y6CNG6S 7/23/8o HESTDYN Eurtallr>>N 1.1 STRESS ANALYSIS PEH At>>SI 851> 1 GUDE. 1HRDUGH THL SLIHtlER 1973 ADOENnA (NNS PIPINC)

ALL STRESSES IN PSI Nr)W trUCLC.AR 8> FETY f Nr<S) Pl VIt4" NUDE wF tr8E,t>> PgUAT TUtr Pt>>ESSUHE. DEN/) ING TDfAL ALLUHABLE OYERGTBh8S VblhT Tvpt Nttt~oFR STHFSS STRESS ST"VSS STf>>f'-SS Ot 1 3974. ~ 4495 159oo.

024 F.L 3974> 1o6>. 5>>r 37. 159oo.

62 ir >974. 54?, 4b 1 159oo.

C7 g.'642 668 1'b9oo.

I 00 u3rr c3n 3974'21 3974>>

3974m

'08

~ 4~42. 159oO.

o r 4rr lo58. 5U$ 1 159nna

N U Ie 1'I 4 L lfP g H 4 f l I J)'I Y6GNGbS 7/23/8n wESTDvN Ev))Atl()N 13 STRESS 4)'eALYSIS PER ANSI 831 1 CODE THHOUGfl TH" S(IHHEIe 1973 A()DEN[)A (NNS PIPING)

Al.l OTHESSE.S IH PSI W()<.Nu(;Lh.A)e SAFE Tv rh<<S) PEPIN(

PulN)'>EHUEIe I )UO E (JUATTON PIeESSUIeF. BENDING TOTAL ALLO)eABLK OVf-RSfRESS N))t')gal)e ST)egSS STRESS STHESS STRaSS 3773. (73."

3342 ' 3S42. 2t 205.

cn C7 24 3342, 3542. 26205, S191.

3191.'903 26205, o 30 EL 5903, 2620'5 ~

o 3218. '218.

. 26205, le () cfe 13 l3 2631.

2848.

2t 31.

2U48 2.'62n5. 262n5.

2b205 CB ~

l3 2848, 2"48. 26205, S259 ~ 3239. 26205 DV S239a 3"39. '62o5, 13 3241 26205, 3g41.'981.

61 '981.

2b205.

7() 3302, 3802." 2b205.

2687. 2b87 ~ 262n5 ~

80 (:re 2440 2940. db~05 ~

hn l3 '1b

~

'I 16. 26205.

90 Ie ) ) 982 ' 98 26205,

NuHIJAL UPEHAT1IJI'I Y6GNG68 7/23/80 WKSTDYN

~ EUIJATlOIJ 13 STRESS ANALYSIS PEH AtJSI 831 1 Cot)E THHOUGH THE- SUtI"KR 1973 appEtJna (NNS PIPING)

ALL STHkSSFS IN PSI JSCJI< NUCLt.a te SAFF. TY (I'II~8)

PIPItl'lUD E Hk H0"- H FAUAT TIJIJ PRESSURE 1JkNOING TIJIaL ALLOwa8LE UVEHSTRESS PUI AT TYPk t II I> I' fe STHFSS STHESS STNESS STHESS Hll 13 0 26205 g 110 0 0

'62n5.

Je II ~ ~

9G lelI 13 886. IJ86. ?6205.

120 Jel I 13 610 elo, 26205 I

P) 124 HU

'642.

ee42. '6230.

cte~ 13 5386 5S86 26230

<<EL '886.

5U86. '6230 15u .- FL 13 988." 'e23o.

-150 CR 379 ' 579.'u08.

26230 olJIJ, '6230 leu CB InIJs, 1008. '6230.

176 l.R 1082 1082. 26?30 170 13

'818 2d 1

'6230a 8.'573

'873, 26230, 13 5022. '022.'417.

2623n.

c te 5417. 26830 5417. 34S7. '6230, I.le 4602, 4oIJ2. 2623o.

NLJfcr)AL t)PE)eAT 1()tl Yb'CNG6S 7/23/80 WKSTDYN EUIIATION 13 STRESS At"ALYSI8 PEH ANSI 831. 1 Ct)oh; T)tHUUAH fHF SUHttkR 1973 Af)oENnA (NNS P lP lNG i ALL. STHESSES IN Pal h()>I r)UCLkAH 64FF'f Y (terIS) Pl" lt)6 NUDf. tIEHfrf.fe k r)I) AT YON P fek S SU)e V, UEl4f) ?NG Tf) f AL ALLUI Af)LE UVEHSTHESS

. PU) tlT T YPL teut'>f)ER STHESS STHESS S TkF'SS ST)eESS

?(>0 CH 4602. 4o02.

C) 2)0 6 le 3961m 3961, '6230, Kl cfe 13 3"bl ~ 26230 CO 3961'732.

CD 220 Lfe )3 2 I 32.' '6230, lD 22>) CB l3 2752 I 32.'17 26230 230.- CB l3 '174.

lt

'6230 230 2174. 2174. '623o.

CR 17l5, 1!15.'I15 2t 230.

240,'5u 1715 26230.

Cfe

'38(t, 1 584.' 26230 CR 1384 '6230.

)84.'f)

'384,

4. 2t 23o.

251 EL l3 1618.

967.'237.'6230 lol8. 26230.

266 l 46 ~

1 ll46. 2623o.

2t>>i l3 960. 26230, 270 )3 967 26230, 27u

'o7 CR ~ . 26230

't 28(i CR 1237, 23o

t4Ukl) AL Uf'.)e A'c 1 l)ll Y6GWG68 7/23/80 HESTDYN Fui)ATgi)rl 13 STRESS Ar)ALySIS PER ANSI 831.1 Cl)f)h THHOUGH Tf<t Sl)HHER 1973 Af)DElvnA (NNS PLPLNG)

ALL STHtSSES 1N PSI NfIll NlJGLEAt( SAf:E'1 Y (rel48) PIP lllll NUDE, HE.H)Jt.le EAUA T T(JN PRESSUHK SEND1NG Tul AL. ALLUHASLE OVEHSTHt,"88 PUlr)T TYPk Ni)r)f)ZR STRESS STRE,SS STRESS STHKSS CR 1257 1?37, 294 C)e

'144

~ 1144. 26230 O

I'96 l3 1144o 1144. '6230.

CR 50o CR 1073., 1".73. 26230, oI 30V CR 1073. 1V73. 26230, 510 Cf4 13 102@ ~ 1U26. 2b230 ~

510 CR 1026, 8.'6230.

10?6. 2b230 ~

4 2 i} CR lsve. 1598. 26830.

AALU 13 ls98. 1598. 24230, 350 CR 2i)37 ~ 203 I. 26230 53ll C.'l 13 2nS7, 2V37 '6230.

5'40 CR 2de 1 26230

.'881.

>4V l3 22eJ 1 ~

'6230'6230 3Su CR 27b9 ~ 2l69.

disci c R d7o9 ~ 2I69. 'b230.

36 Il Ck 13 3n13. 3V13. 26430

>b0 C)e 5013, 3v1 3. '6230 570 13 2525. 252 '

'6230

NURHAL UPER<TION Yb('NGeS 7/23/80 WKSTOYN Ei~(iarioN>>13 STRESS a<<aLYS(s PEN ANSl 831,1 CUDE THHou(;H TH~ S(jNNER 1973 AnDENna (NNS PlPLNG)

ALL STRESSE S 1N PS I N(IN N(jG(.E ah baFE1 Y (NNS) P IP IN~

r NUDE RENl)tR E N AT f(jN PRESSUHE UEN()fNQ TOfaL ALLUwABLE OVERSTRESS PUlNT TYPV NUGAE,R srHLSS STRESS STRESS STRESS 2525. 2'625.

cn 380 13 1 ct49, 26230 C7 380 CR 1549 ~ 1'449. '6230.

I S90 CF lne3, lu63. .26230 ~

o S90 13 1063, lube 2623n.

4 i) 0 52o, 26230 4DU l3 52u. 42o.'20.'91.

6230,

. 4l 0 13 191. 26230 410 191 191. '6230.

411 CR

'24, 1101.'e23o.

191. 26~30 all E.L 13 '6230.

4c~0 224.'82.'55.

26230.

CR 13 7'55 ~ 26430 43(i ~

l3 841, 541 '6230.

456 15 841 ~ 26230

'u14.

440 CR 1014 ~

'623o.

440 CB 1014, iu14 26230 45u CR 1101. '6230,

'EN NUB rI AL uf'E tt A 7 IOt< Y6GNG6S 7/23/tto HESTDYN Evtta'fit)N 13 BTIIFSS AI~ALYSIS PER Artsl 831,1 GuDV. THHUUGH THY StjrIHER 1973 AOOErtnA (HNS PIPING)

ALL STRE.SSE,S Ir< PSI ttOrt-tttJCI hatt SAFE IY (rtNS') pIPIrtti rtutt E HKHIIEH ygUA TT PfIVSSUHE I) IN4 TfitaL ALLU~ASLE OYERSTHESS PuTrlT 1YPI rtU"BEtt STHI.SS STHEQS STRESS STkESS tt 5u l3 l 101 ~ l lo l. 26230.

rt6 0

'124m 2623n, C/l

't6v CH 13 1124 ~ 26230, 1124.'S95.

i70 1395m 2623o.

o 470 CB 13 1395 ~ 26230,

<<71 13 1395 ~

1~95.'~95.'b31.

2623o.

tt71 1651. 26230, 13 1 tI94 e 1494. 26230, 13 1? /0 ~ 127 26230.

S.'249.

1249, 2ti230 ~

't60 itgu 1249 1249 ~ 26230 Sou , Ck 13 '245, 1245. '6230, ttU 13 1245. 1 dtl5. 2623o.

5t0 cfr l3 l244, 1244. 26230, flu FL 145<<. 1454. 26230 52tt b3n

'tt E.L Cft 925.

792 393, '93. 'l 92.'2u 2623o.

26230

'623',

NUR1AL UPERA 'f ION Ybr'NG68 7/23/80 NESTOYN EUUA I ION 13 STRESS A"ALYSIS PER ANSI 8$ 1 l CU()K THHOUf'H TH< SUNI4ER 1973 AflDENnA (NNS PIPING)

ALL STRESSES IN PSI "t()W-~iUGLEaa SSVETV ti'i<<S) P1PlWG Nur>K VETOER EOUA'I I QN PRESSURE Ot.NDING T01AL ALLDNABLE avEfesTRVSS Puln T NUt'0ER STRESS STRESS STRESS STRE$ S 530 l3 393 393.'07 26230 i 5tlO '07, '6230 V1 C) I

'54 0 407, '6230 I

CO CI 619. 407,'19.'475. '6230..

I 4D I Cft 1415, 26230 560 CR 13 27lo. 2710. ~

'6830 560 CR 1137. 1137 26230 1188a 110 S. '4a30,

'57 0 1188, 26230.

118'.'?34.

500 CR 1234. 2623o.

500 321'5, 26230 2653. 2953. '6230 CR l3 1018, '623o.

712 ~

SO18'12.'12.'33.

26230 712 '6230

'33.

'623o.

bib CR 13 633, o33, Bb?30, P34 26230.

Nu<<NAL UPL<<ATIUI< Y6'CWG68 7/23/60 HESTOYW Eu(iaTl<)N 13 ST<<ESS A~ ALvbIS PEH ANSI 851,1 CUD'HRuurH THE St)NHER 1073 ARDEN<)A (NNS PIPIHc;'1 ALL VTHh884,8 IN PSI NnN-NUCLEAR SAFETY (NH8) PIPIN4 NUl) E ]IEHl)FH EOUAT PRESSURE bEI)DlNG TOIAL ALLUWABLE UVEHSTHESS POINT TYPE t)UI'SUER STKESS STHESS STRESS STHESO oil E.L 1656. 1~5 S.'alp.

620 El 1610. i?623O.

,I

~o2O CR- 6l5. 75.'75.'6230, F15. ?623O.

63p 13 575 0 262SO.

tD I

2623O.

'75

@50 13 ~

I 4D 640 .13 547, 26230.

LOSS UP LUAU Y6CNG6S 7/23/80 NESTDYN EQttATIUri 13 STftESS ANALYSIS PEH ANSI tl31a 1 CUDK TktHtJUGkt TH<- SVklktER 1'973 ADDENDA (Nt3 STHES6 ANALYSIS PEH ANSI U31,1 CODE THHOUGH TH4 SUtl1<FR 1973 ADDENDA (NNS PIPING)

AL.L STkkUShS IN PSI NON>>NUCLEAR SAFF:TY (NNS) PIPING nona ME,HUEH EQUAT PHFSSUHk Uk NOING rolAL ALLovABLF.'THESS OVEHSfHFSS PolNT rvpt NUNBER STHkSS STHESS STHESS 9u 13 0 ~ 0 ~ 26205 1 1 u HU 26205 930, '6?n5.

930.'35.

m 12u 635. 26dn5.

CD I

120 b920, 26230.

I CD 1 )>0 CR 55U2, 6920.'b82.'log.

2623V ~

14c1 EL 13 61VO ~ 26230, 13 947 9g7 26230 15)'5v

'64 '64.

'6230 CR ~

160 l3 1 oc) O. 1U60 '6230 lbu CR 106O, 1Vbp. '62301 170 13 1135, 1135. 26230.

17u 13 29bb ~ 2956. 26230 ~

l80 kL 13 8296 8296.', 26230 18i '185, 'b230, 3185.'605.

3605. 26230, 190 ~

CR 3605. 3c) 05 ~

26230'6230 goo CH )1867 g 567 ~ '

LOss UF L gal) Y6GNG6S 7/23l80 REST f)YN Ei<UaflON 13 SIHESS ANALYSIs PE.H at~SI 831,1 CODE THHOUGH THE S(tVHER 197> anoE<<na (NNS PIPING)

ALL STHESSES IN PSI NnN NUGLEaR Saf F f Y (teteS) PIPING

f. g f. MUEI< f:.OUA T Tutt PHESSUHE tff.t<t) ING T() I A L At LUwaPLE llYFH8 f HLSS PulNT TYPt'eUt)

NUteHLR STRE,S5- SfHESS STKESS STHESS 200 13 48b7 ~ 4vb7 26430 4f89 ~ 4189. '6230.

2f0 4189 '7 4189 ~ C6230.

2~

I 00 22o 2885. 2"85. 26230.

ED l

ED 13 2885 2585. 26230, I

ED CR

'269, 2289. 26230 230 CR 2289 2?89. '6230.

?4u CR

'795I 1/95. 26230 240 CR l3 1795+ 1 /95. '6230 13 14?7 ~ S<<27.

'6230'6230, 250 CR 1427

7. 1427. 26230.

'4?

2Sf Cle E.L '6b8. fbb8 26230e 260 E.L 13 lf90 ~ 1190. c? u 230,

.260 fnf8, fVf8 ~ 2bd30, 2/0 1022, 1022 26230 270 CR 13 1 0?2 ~ f022.

'6230'6230.

CR 1314 ~ fSf4.

LUSS UF 1.UAi) Yb( NG6S 7/23/UO WESTDYH EuffafxUN 13 sfflESS A'lALYSZS PER ANSI'31,1 GUt)E THRUUGH 1Hk SUt~ifFR $ 973 a01~EfqqA (NNS PlPlHG)

ALL STKESSVS rH Psl NnNaNlJCLEAK Saf f. f Y (1"'fS) P IPIH" tvQDh ~f;NbVK gUATTUN PRESSUKE hE fin I tvG 7 f> fAL ALLIJgABLE UYE,HSTHE,SS PUlwf fYPk NUt'>E'ER STRPSS STRE.SS BTKF-SS STkKSS 13 1314 ~

29o 1213s 1213. '6230 29> 13 1213, 'b230

~

1413.'13' SOn CR 13 1136. 26230.

30u CR 1136, 1136.- 26230

'c 310 CR 13 10b4. 230, 1064.'064.

510 1064 26230, 13 '615.

1>lS. 26230.

CR 1615 ~ 1~15. 26230 CR 2059, 2M59. '6230.

330 13 2059. 2557.'6230 2u59. 26230.

346 13 23ub. 2>06. 26230 540 23u6 ~ 2306 '623n.

S50 Cii ?au2. 2~02. 26230 356 2002. 2602, '26230.

3049 26230 304'049.

3oO ~ Cfc 13 3u49 '

'6230 316 Cfi 2557,

LOS.S 4F LUhn Yef NG6$ 7/23/80 WES1DYI4 EUIIh (i(l(I 13 STIRLESS Al<hLYS I 8 PER hlISI fI31 ~ 1 CIIUE 1HROU(lH lion THf'II~BFR 1973 ADDEI~na (Ilies PIP l~c)

ALL STRESSES IN PSI NON NUCLthk ShFE,1'Y (I~"'~S) PI "IN6 NLIDE HE,HUkg EOUh1tDN PRESSUI'<E fiE I H6 TO14L ALLUWaBLE 1)V~VSrRaSS Puler SVpt NII<'HER STRESS STRESS STIRLESS STRESS

>70 CR a>57.' 26230, 38u CR 13 1574 ~ 57 26430 ~

CA C7 SSu R 1574 4.'474.'084, 26430, I

CO 390 CR 13

'084

~ .26230, C)

I C) CR 1084 ~ 1V84. 2623O.

I ED 4 II Ii CR 53'/ ~ 537 ~ 26230 ~

(I 0 Q CR 5S7, 537'. 20230 ~

ilfp CA 193. 193. 26230 41'R

~

193, l93. 26230, 411 CR 13 194, l94. 26230, 411 2'2o ~

226.'/9

?6230, 420 E i. 879 ' c.'623 Q ~

420 CR 13 5 i? ~

/52.'40 ded30, 43 II CII i3 1I40 ~ 26230 l3

'I40 43u CR 840 '6230, 0 CR

'015, 1015. 26230, 440 , CR in15, fv]5 2 bi.'30, 45u 1103. 1 1 lj3 26i'.30,

LOSS UF LI)nu Y6CNG6S 7/23/UO HESTf)YN STRESS ANALYSIS PPH ANSI 8$ 1 ~ 1 ODt Tt(HUUGH THK SUtftlER f 973 1 DOENt)A (NNS PIPING' Ai.l. STHF-SSES IN PSI Not] NI)f'LtAH SAFE TY (~I<8) PlPIN" NUDE, MEHUF-k EOUATTUN PR<SSUHF. Ut,NDING T[) f AL ALL()NABLE; OYE.HSTHE.SS PU1IIT TYP" NUI'!BE,R STRESS STHESS STt(E SS STHFSS 4SO 1103, 1103. 2623Q ~

460 CR 1 f27 ~ 1 127. 2b230 ~

C/l CD 460 CH 1 f 27 ~ 1127. 2640.

I 47(I CR 1401. 26c! 30.

C)

CD I

CD 470 14ol, 1401 2o23o.

I CD 471 CR 13 14o1, 1401. 26230, 47l 13 1658, fo38. 26230.

480 F.L 13 1498 1498. 26230 ~

48J 13 '28.1, 1 2623O.

I.'81.'d5f.

490 CR 13 1251 ~ 26230 490 13 12S1 ~ 1251. '6230 800 1246, 1446. '6230, S00 CB 1246 ~ 26230 1~46.'4S6 S$ 0 CR 1246, '6230, Sfu E,L 1 tl'btl. 86230 ~

521 F.L 927 927 26230

'93, CR

'6230

'93.'94.

55(! 13 394, '

'6230

LUSS bV LUAO o YbCNbbS 7/23/80 Wf STDYN EUUAT IllH 13 STHf SS A<'ALYSIS pf H Al'lS I U5 1 ~ 1 ~t J()E' HHUUGt) Tk<E SUN~EH 1 97 S AOOENAA (NNS P I > I teG)

ALL STttkSSES IA PSI NON NUGLE.AH SAf'fTY (<~'"S) PIPIH6 NUDE. li f QUEte AUA'THUN PRESSURE UE,HD ING TQIAL ALLuwAtlLE UVt!HS t Rt:SS PUJrlT T>PE t<lJ'>UER STRESS ST HE'.SS STHESS STRE;SV 494. 26230.

S4n CR 410, 410. 26230 S40 CB 410, t 1

'6230, I

CO p$ ( 13 622 O.'484.

26230, I

ED 550 CR ~

'484 26"30 56u 2722, 212? . '6230 CR 114? ~ 1142. '6230 57i. 1193m 1193. '6230.

570 1193 1193. 26230 CH 13 '239m 1"39. '6230m l3 32?8. 322a. 26830 13 8660 ~ 2oo0 ~

'6230

~

indi, 1021 26830 ~

600 CR 13 712 /12. 26 230, bno CH

'12

~ I 1? . 26230, F

ol u Cle bSo, o36 26230, pin, CR l3 636, o3 6.'37..

26230, 6 1 1 CR l3 637. 2t 230.

LOSS UF Lanai) YbCNG68 7/23/80 HEBTDYN E~ijatluN 13 STRESS ANALYSIS PEf< ANSI 831,1 CuoE THHOUGH THh 8Ui~i~ER 1975 AnDENnA (NNS P?PlNG)

ALL. 8 t H48SES lN PS l NAN NuCLEAR SAFE f V (NN8) PIP IN" NiJDE HEH~t: I( EQUAT ION PgESSUHE OENDlNG TOtAL ALLUHAgLE 0VEHStHESS PUINT I YP4 NIJi" tiEB STRESS STRESS STi<ESS STHVSS bl1 16bb, 26230, b20 EL 1'629 'bbb.

~ 1i~29. 2b230.

-I 620 623 ~ b23. 26~30 oo 630 13 582o ~

b82. '6230.

C)

I 630 '13 582 082 2683O, I

C) 26d30

'56 6<)0 13 ~

Vol.tVI)bf o/2.5180 ~kS TOyv k<JIIA I I )I.I I ~: I'HFSS A<<AL yS 1 S phrs ANSI lt) 1, AI L S 1 I ut>E f H<SSt.'S 1 iIHOUGH J)V PS 1 1 ttk SUI'Irli..g 1975 AI1))kNgA ( N)VS I'LP 1 Nfj )

tvort NI)CLC. << Il S ') F f-.1 y'I'j"s ) P 1I'lII'~

i'i UO I'. l<kt)>>L'H I: WtjA I ruN PI<LSSI>Hk kit;)VI)1Nb 1I> I Ai. ALLUvAk)Lk UYklcS I Ht.SS Puir~ I T r PL I Ill"llk'll SqHLS6 S I Hk:.SS STHkSS S I I~LSV o Iv lb50. 1oSO. 2b405, 20 CH 13 1582 I '>42 ~ Co405, CH

'542, 1~42, dbC05 ~

.C tt 1512, >>12. Zb2g5 ~

E.L 1849 1049, Cb",05m r)0 EL

'292 Co405 ~

4;: Clt

'05b,

!'~'So, 2od05, boo. OUb, CoC05, CR bdo ~ 00o ~ CoC05, b)) Cl< 4o5 ~ 4 op ~ 4bC05, 4oS ~ <oy. Cb20'5 ~

CH 4btt, Co405 ~

k I. 571 c! bi'.05 ~

7b 925 )5 Cb405,

'55,

/bg, CbC0b, Ck 7UQ ~ /04 ~ CbCO5o 25u, Cb205, ttbo, 'I Qo ~ CoC05 ~

k(VLI > b( NbbF o/d3/tku s(LS IDYN V.utlgk lllrl 13 SlRl S0 A"l LYS1 S PANIC Al'ISl t531 e1 "V()C I III<ULIGk5 Iklt'k)r(IIER 19/3 AI)DCrk(>A (IIrlS VlPll r )

AL(, StnbJSBS lr5 I Sl IIOI'I >IUGLE.A8 FVI Y (I<<'IS) PZPIIII~

rlUE) f. ssplltILEt I:r>>A r 1 (Irl fsHCSS(rk<4 ksb. WII LN(l rulAL ALL(sssAgLh UVt'.IIS I IICSS Pul Ir TYP"- I~U'its C H S~ I(ASS SlkILSS SlriESS STI(CSS c) gtl 13 (g

~ dodOS, lib 0 ~ dbd(IS I l(U 45o, 'Ibe, dbc!05 ps)g

'bdoS

~ ~

k(U 4474. S4/4. dod30, 14i. Qlk bb97, Sb97. dod30, I;L oddS, b~d5. dod3(s ~

493b ~ II9>e, dbd3Q ~

ISo CII 1 (59b ~ lo9b dbd30 ~

Cke ksb9 ~

tl b 9 ~

doc! 3 I'I ~

1 o(l C I'< s3 Ilo9 ~ bb9, dbd3)i 17u Cki l v 19. 1"19. dbd3II,

, l 7ti h.L do,35 g doSS. dod30 ~

1(sir 37YM. 3/94 dbd3r) I ~

CI( 1457, '<57.

do d 3' 1 9

~

s I3 ~ 1 3'/4, 1374 ~

ded 3 I) ~

~

CI< 13'/4, 1~74. dod 3(s 1133, 1153 ~ dbd30 ~

I o!'tgUtIV o/25/0 0 wE Q TI) fH t]i)it ]3 SThESb A'"ALy']8 f't]e at Sl o~] ~ 1 I Ut I'- (tskUI>GI< i]it- bUnitEH ]915 ADDVHI)A (Nitb P]f ]NIL)

ALl, 8 I t(L'bbt8 ]H I" g J NI)r< 'it)CLEAR a nFL" I > <>>'~8) I'll']h!>

t9 I.t I t h. tlLrtot h I'..4l ) A T I ill'l Pteh,56vltE tiENI) ] rt I' ] I.I I AL AL LUNA])LL uVBWSlxbSS C7 V01 et T TVVI-. I'>It"It I" It S T te]-.Sb ] rt].'85 ST~<ESS $ [ Ht=Sb I

OO C)

C)

I 2IIU Crt 13 1155, ))>3, 26230 I

ID GD 210 13 ]053, ]453 'o230

~

21:) 10'55. 1)'53, 2o230 ~

15 ]2bb. ]25b, 26230.

Ctt 13 125b ~ ]25o, 26230, 15 1491. 1""1 ~ 2o250 ~

250 Ctt 13 ] tt9]. 20250 24 it CI< 15 ]7b4, 1 log, 'o230, Ctt ]7o4, 1 rb~$ ~ 2o250 ~

CI4 I'5 2]59 2159. 26' tt ~

25'. Cte 15 ']Sly 2159. 2o230, Ctt 13 21ao, 2tbA ~ 2o250.

EL 2525, ZPd5 ~ 2o230 ~

Zb(i r.L 13 14t) i ~ ]4ttS. 2b230 ~

Jolt t3 12)u, 1270. 2b250, 21'. Clt 15 459 2b250, Ch I5 '59.

26230, 452m 'I 5p ~

Yo( rqtiuf: o/23/t)u hf.'STOLEN Ar"A).DISCS E u )A l 1 )'t 13 5 1 teESS PLfr At'rS [ U3S1 ~ 1 t'L)Ut; f Hr<UUr'< t trt'Vnrrt re 197~ Af)Ot;rrg)A (NrrS P IP Chtl)

At.'1, Sfttt=SSC,S Ct~ PS[

Hf)N 'lr)CLf. Ace SAr-L'1 Y (r<rrS) PCPZt)"

WUL) f rrL'ltot:t( t:V~A It))i 1 PH).SSLrfrg ot'.NOCrtt'THE,SS i

f'0) g ALLU>~ABL.t," UVt; HS f ttkSS CA PiJ1iN T rYpt I ttr'L~LH s T tef-.sS SI,<ESS Stat;SS X7 I

CO Cl d'or.'30, I

ED Ul I

CH 741 go43u, C7 Cs) 141, dbr! 30,

'41 Cft ~

CR 13 51b ~ bio, do43u, 51o, >lb, do23r),

3$ g l751 e 1/SC. dod30, 1751 ~ 1!41. do23L) g s2(i 42o6 ~ 4dbp ~ 2 or'-3r) ~

32> 4 2oo ~ 4doo ~ do23V ~

35 Cre b52o, 5>>2b. do~3v ~

s5:r Cle 05do, 'b>2b, 2odgg ~

Cle o 1'/'5, o)95 ~ do~3tl ~

o195 ~ o 1v5. dt 23u, ts r'rs>4 ~ 7o$ 4 ~ dod3r),

35rr 155 >, 7534 Rb430 ~

3 bit ($ 2o 3, goC3l) ~

'du3, soil bguS, 264'3u I sr" o425 ~ o425. Roc 3 ll ~

J HYO Ti CH6UI: b/23/Uu wkSTDYH r

hvvAI lole 13 ST~ASS A~'RlY515 PkH a<<51 USl.l I i.I~4 ThIeuU(;H III'UHt.E.R 1976 ApvkNpA tie<<b I~ LI'lNG)

AI.l, ST HkSSt.S 1<<PS [

NOij NL~CLk<H yAI. C I Y (I"vS) P$ l 1N Nupk  ;>grlukIe F i)~A t T l)N PHtSSUHk OkNp1<i'i BL H SThkSS SIIekSS 5T<<k55 C7 0~ 'gLu><ABLER.

I 37m o4$ '5 ~ bff Q5 Jo230 ~

(XI ED I

4D Ul Sou CH 2@73. 2o73, Rb~30, I

C) 569 l3 2873 2073. 2bd30,

'107, 1lu7, Qb83uq 390 l3 1 iuye 1luy, dv230,

'kuiJ C le 952. 952 dod30 ~

l3 952, lf 5 2 dod30 CH ~

4l 0 CH 13 glib, 3115 dbC30, 4 Iu CIe D 1 lb, '115.

Roc'.30, 311'i, 3llV. 2bc:30 VL l3 Aoffb ~ gofI o, 'bd30, syube 5/Vb ~

c bL30 ~

Cie ffddl, 4""1 ~ dv230, cI 5 ~ ) LH ce 400 ~ 440$ ~ Boe30, 4 5,l CH ffffub ~ 44ub ~ dod30 ~

~ iu ~ 'le C le 3459, Dub9, d9db, 3459 ~ 8t BSo, 2o450 dod30

~

Ch 2 >ub ~ ~

TbI'tqGfft b/23/tlu Hf; S TltfN SALUS f vttA I l:]4 13 S] t<fiSS 4("4LySf S Pf;fe 4ltSf 0hl ~ 1 1 jt.'t: THKI)uGt1 flit Su ltlER ]97> AOf)t (4@4 lt4l4S f'1 f'lt4f )

At.L 6 I tet f H f S f (Vt]rt 4tti;L'" AN S(t f. f. T Y (t<<(S) 8 Il 1 i4b ftut) f: ~tf.flit1'-le L 0" 41 I t) t'( P tel: SS".te~ Ch.ref) f telic TU]AL ALLu~AOL6 uvf;fes TH];SS PQ1 (t I" r vpr- httt'(tip.te ST kgSS s 1 te f..'ss STRESS STtcLSS C/l (D

I l3 498o ~ 2~t]b. 4 b 4 3 () ~

QO ED I

(D 4o0 cfe 2541 2?21. 2bd30, I

(D Ca> )toit cfe 13

'521 2>21. 2643U, 47U Cfe

'913

~

]')73 ~ 4o430 ~

Cle 1973 ~

1'>'1 ~. 2643u, it 71 1973 ~

1')7 3 ~ 26C30 ~

43vb ~ 2PVb ~ 2o"30 U C,L 4525, 'a430, Cle 13 4]o0 ~ 2lbn, 4 6 43r>,

t9ii Cle CV29, 2049 4b23V, cle l3 4849, '(>C9

~ Cb43tl ~

>'54 U, 3>ti 0, 46430 ~

554u 3?4tf. db430, C lt >5(t 1 ~ 3>41 ~ 46430, 4] 3b ~ 4i3b, Cb43U ~

5CU t;L 13 4292, 46430.

4 4 i( Cle 3b14 ~ 3o/4 ~ 46430 ~

13 C 0 5 (' 20/2 ~ .C6430 ~

le 9 il Y 64'( 6t. D/45/80 Il t."010Ytf t: l>>lliil1IJIj 1 3 b 1 let bb A"AL YS 1b t'1;1>> p leS 1 "3 1 ~ 1 (I'L)t)L' titeOUG(t TH4 b(ltC>IE R 1 975 ADOEill)A (Nblb P LP 11eG )

AL L. 5 I'RL-'bbL;S JA PS 1 Ill)n-.'el)CLL,Ate 6IIf:L: rY (I>> ld) PI PIl>> ~

Nc)0 i H('V L tt )uA 1 Ptet;bb(JteE L)1:.<<P ltd(' AtL U<<A(l(L; (JVt teb tehSS 1

C/>

CI Putiir 1 I)LJ l>() Li Ie b t let.bb t <<1:.>b bT<<t:Sb S]'hL Sv I YPL'le KI I

CO CI l5 2 ~ 2623O.

I CI Vl Qv,i 215O, g".l 30 40450

'0(AL I ~ ~

CI

'54 v 415v, pleo, c'643v.

i.le L5 1822,. LD22. 2o45o,

(;re 13 434ff, ff544; cD23o ~

b6 I) 4>>5LID, IlbU6 ~ 4Q4$ o ~

ale 15 1944 ~ 4643i) ~

191I ~ 1917. 46430 g 57>>l (.le 19 I'7 ~ 1'>77. 4643(l ~

l5 4o5u. Pi)5 ll 4 g 45i) ~

l3 '520U, LIEU/ ~ I.' 23 II ~

539(), 3a9g, 4>25I) ~

1 54>>5, 1~I)b ~ 4645o.

(.'e cl94. 49q 46430 ~

l5 tI94. 194. 4623o ~

Dtll 1 li)9>> 11D9, 4( 1>> 11D9 ~ ] 1ui) 46c'.30 Dl l )3 1175 1175, 'bd3I)>>

e 4

tevu Yet t>t~dF b/25/60 WFSIOYN Peart,ill/1 f.)litAI ) II q $ 5 y I'(I:"35 At<ALYb1S 6 51 1 I uut- I t<KtjuGH t tt< SLJt'1HE 8 19 /5 AODtt4t)A (Arts PIP < HG )

ALt, b I t<ti8t8 Jiu I gg

~no-"titL'I.~A~'AI-I.I'v t-'t~t~) ViPlrib t'.LIuh 1 5 ljl'< VARSY""~ oi.t~t) 1 tst IUI AL ALL'"HABLt OYEkalvLSS rkvt"Ht,H Srt~rbb > I Hy88 g$ <(/AS ST t(b 80 5O7~, gylg.

5907, l~ ~g Q 7 2b23ri, 13 228U ~ 2208, 2023U ~

o5,) l3 2g9I ~ 2~91 ~ dbd30 ~

bSO 2591'7d5o 2~91 ' 2b2$ 0 ~

o'3 J I tsar ~ Zb23O,

~L I b!(if (OQE) Y t>( g(>t) I'/d 3>> tt V Nt."811)'/N lt ttl I)tt. Sb A"ALVbfS Pt.f( ttt'tb] 1, tDL t(HLto(>tI t(t- SL)t(NL>H I 9/> AI)04<<r)A LNNb t'll'1 H(>)

L.t>>U t f 12 S I) S at L SIRt SSt.8 1 I t I Lli I'] I t'tt)f't 'tt)CI.L th b>'I'I: fY ('<<<b) I Lt']At'7 HUI) t; Ht HL t:I( E.f)())t.f T;)tt t>Rt S but(h, ri I; tI I) 1 r/ti To I r I ALI.UnA13(,L ()vt;ttb I gt'S 2~

f'af:I f f I)li"ttt.tt S 71<t.bb S I t(I.b b b Tt<I'bS STI(VSO YPt-'lt I

CO C)

I ld 4')d / ~ /7t) L ~ ]2! ut3, Lt) /04 ~

ED Vl C) q9d/, 7145, 12<) /1 19/04.

2:l Cfc ld 492/; /143, L2>)7 L, ]9/04

$ >t CH 49d7, v955. l]dol, '9/u4

~

So l2 q9d / ~ o955, 1 1 "t>L. 19/04, l2 q94/, qt>93. 9odl ~ 19/V4>>

12 4927 tt t>95 ~

9i" d 1 ~

197()>I ~

't9d1, 5325, 8<80, '9/04>>

hatt C I< ld (It) 4 /~ S3d5 ~ Hd5t), 19/04, l2 49d I, >st /, j) O'Yg ~ 19/uq, l2 tt')d I ~ Sb(> 7, gQ ()!5 19/04>>

Cft t(9d I ~ ~5/3, 000 L ~ 19/utl, l2 >I )d/ ~ 55/5 ~ Haul. 19/04.

I 2> >I 'V s,'. I~ ~st l. Qo59>> 19/04.

l 2> qgdI ~ 591L ~ (st) 59, ]9/l)4 ~

Ct't<

l2 tl9d I ~ >770 ' t)09 / ~ ]9/04, 9t>d ~ 1t)/ ~ 2)V9, L9/t)4.

e

],> I2 t) 0 2 ~ 19/04,

si I o'tl t. y oI wt'ttv o/25/du IiE8] I) Y<M F,<tttA I ]<I"< I 2,51't(ES~ r t<ALYF))S VVI( A<I'll 051 ~ I I 01>F I ttteUUGtt I'tIL Sttttt1Vfe 19/5 ADI)t;HOA (re<'<5 PLPlhg)

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'<t Q9 ~ 19/os 12 9t) 2, luce, ]9100, tel) 9<<<< ~ ]u5S, 19/u4, u,'LLUHAULE

]du AU 12 59) 4, ] i>5d], ]45'55, ]9u80, C te 12 5<) /4, 1 tiog5 ~ ]4>99, ]9ut]u, 359/4. I]o]1; ]b4tt5, ]9utt I, 39/4e luu4b, 14u]9. ]9uttu ~

5<) /4 '0141 ~ ') I ]S. 19<<eu ~

]ot I g? 59'/4 ~ 5199, 71/2 ~ ]9utto, Cfe 39 /4 5199, 7>/CD ]9<)QO, 17u $ 9/4, 7C07 ~ ]90I] 0,

) o3]7. lu491, ]9<tao.

3<) /4 )4vd, 11 Ibo, ]V<)tjo.

I@i I2 5<) /4 > F129 ~ 7uu5. ]90fto, 19,i I. te 5<) /4 ~ 59]4, 70lilt ] 9 I<80, I Y,< CI< 59/4, 591<I ~ 7<>utt, 19utjo, 5<) i4, tj 1 1 1 9vat) ~

0 SL J o 'r. 'lot,Nt Uf- o/85/du eySIDyN Ahull E vi!A I Jli<< J 2 i [l<VQV A'"At.y~] g F'Eie 051 A! L

~ 1 'liUtit Sl~t,'aSLS I HHIJUUH le F'SJ it)t. SURHEFe 1975 A[)l>WHOA 1 NHS F'JP 1 NG) rerlt;-:itit;LCAh >AF:I J~ 1 '>J F'JF'l,lt

!<<<<JOk >!'!'>t'Fe 1:!e'JA.F 1 tr > pgt;sbterei, Lik!iJ) 1 NG tUIAL ALLUWAJJLk UYJ;Fe8 J l<iS$

C/l Cl F'd J i<<f JyPL t<r J'ti t fe byregbb J I F<L<<>>b Sr~3kSS Q) Fek55 I

00 C)

I ere 59'/4. s13o ~ 0110. 19v80 ~

C)

I C) 21 v (; I' 59/4. <'/ led s elo&9, 19utlu, GJ 21'r Lfe 59/4 ~ 47lb ~ eloeJ9, 19v80, 22v 59/4 e .ht 29, "/o05 19vtl0 ~

ere 39/4, Sdd9 ~ 7o05, 19v80, 5974 8439, O412, l9v80 ~

r.30 L'!e

'9/9 a e459, 19vtl0 ~

c!e 59/4 ~ 19ol ~ g /s'>> ~ 19V80, 12 59/4, 19ol, 5'>S>> ~ 19VJJO ~

Q Ie 12 59/4. 2900 tu/S, 19vQV ~

Z>><<J 59/< tr".. /5, 19ysv,

'9uv, o

2>>1 Lle 59/4, 2902, avis, 19 veto,

, c>>t t.L 59'/4 29V2 oulb ~ 1 9i>80, 59 /4 >9>>7 7'~S 1. 19~lou, 2ov 59/W. 59>>7, 7'IS 1. 19'~80m, rc 2'I r /le 59/~ I 5vo v ~ '/ 4 5 4 19t 80,

<<) '/4 Sgov ~ 190Hvg 2,'>, {, re 5974o So0J ~ 7>>/pe 19vel ) ~

8~18" IC Yae NI UF o/25/Ill hESTDYH IN' 8 Cill/ I ) ll'I I 2. 8 r!eLSU A'"aL ys 1 8 IIL'Ie p I'is 1 U5 1 1 4'vugg I HleuuGII TI!I" 51I<<t'! v fe 1 975 Aboard DA 1 rvNS 0 1P )

ALI. s I lebsSks fee ICOSI ill)il 'IDCLE,AIe 8'~I'6". I N I'"IS 1 PLP1>lu l'iUu k IIp rll~k I>> E.(IUA I [IIII f gkssulek t)kl4D f NG fglAL ALLIICIAULV uvires I leLss I Jl.ll 1YPc I II.II'IHLIIe sr!cess 8 I I(ESS ' S1!ckSS 81 tcts4 CA CD 2~

I 03 I! du 59/4. 7>75 'a01, 1 c) 080.

CD I

CD I!9 J Cle 59/4. 5eI 05, 19v8u, I

CD

'59'/ff e iCI05, 7~/7. 19il80, 5 II 0 CIe 59/ff ~ dUffU ~ eI~>21 ~ 19usll ~

5 II:I 12 g914, c.'848, .audi. 19OUO, 5I 0 Cle 12 39/4e 8587 ~ ahau, 19i) 80 ~

Cle 12 g9/4 ~ 2587 ~ 6>au ~ 19080 ~

Cle 39/4 e 18al ~ QV5q ~ 19y80,

52) 59/4i 1881 Sa54 ~ 19u80, 59/ff, 21, b595. 19080,

'CI 55:i Cle

'59 l ff a I'.421, er P9g ~ 1 9 II QU ~

cle 5974 I 28a5, au51, 19IIUO.

$4 I << Ie 59/'l. 2bo5. eIO 57 ~ 19'IUV.

5b.i Cle 59 /'e ~ 59c! a ~

7') Uv, 19u80 ~

59/ff e 59c'.a ~ 7)vo ~ 19vUV, C le l2 59/ce, lgu7 ~ 8481 'au 19480 ~

Cle 59l4, 45u7 ~ 19IIUO ~

5) i Cje I CI 59)ff 5UUI. 19u80.

0 S

SCI8'lC )VI HUa!'/25/80 HE8TUYN I Fige)A I II)i< 1 2 8 TIIE88 ANALY8$ " pLI>> A'l81 US l ~ 1 L uUK I IIRUUGH TII~ 8UI')HER 1 97 5 AI)Db NI)A ( I<< 8 I 1 I 1NG )

ALI.. 8IIet.88t8 1N P8T Nl),l NUL'.Lf<<K A)=I TY ("<N ') PlPIN )

Vl tlUOt. II g 11~ I-'a I;i)')A I tuN PHQ88L'leg. l UVNl) N( lulAL AL LU'AAHLt. uVt,leS IHk 88 Cl PulNT T fpl I" lJi) UE ie 8TK~,8~ 81Hgb8 . 8liet;SS 8TKh,8b Kl I

Co C)

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, Vl I

ED Soil GIe 59 /'I ~ db77 ~ ev~p. 19vgp, GO 5bu Cle 59/4, db77~ bugu ~ 1908u, 590 Cle 59'/4, bu97 ~ 19V80 ~

590 CR 5974 ~ 2125 ~ 6'~97, 1908uI 39'/4 ~ 14b5. O'I 5b, 19v80 ~

sl Oii Cle 59/4 lqo5, b'<Se. 19v80 ~

59/4 ~ 957, 4') 51 ~ 19V80, CR lp 5') '/4, 957 4951 19))8o,

4) I 12 39/4, 57,

'931 19ugo,

)57, 19V80,

l5

4) I 397~< 1 ~

hL 59/4, 8'51, 442g ~ lvu8u, I ll20 C le 5974. 8>le 19u80 ~

45> PRE.SS crt.rro C v{ jul AL ALLUlvAOLt, P JliiT GYP< HU"Uc.fe gqhgb8 S lr<ib$ StfrhSb $ 'if(t,$ b I

CO ED 'VE.feSIRLSS I

ED 45). 5974 2040 ~ 6u22 ~ 19o50 ~

I GD ffbl; <2 5974 ~ 1893. >>5O66 ~ 19080.

466 {:R 12 5974. {V93, SO66, 19y80.

4 / i) 12 39 I 4 ~ 10/1 ~ gv44, 19VS0, 470 12 39/4>> 1071. 5u44, 19080,

{; l'e 5974 ~ 1070. '5U43 19uHO, 4 Il 597'l ~ lo7u, 5<'45, 19uQO ~

359 /4 ~ 1045. bu17, 19u80 ~

c. re 12 5974 lo45 ~ bU17 ~ 19v fr 0 ~

>l9 J '974, 1182, 5o96, 19uqo, 49)p I re 39 I )r ~ 1182, 'I90 19ullo>>

pre 9/4 -

12c2, 51'Vg ~ 19IJBO ~

{: fe 39/4, 1222, 5196. 19u80.

{:re 39/4. 1221 19OQO ~

E.L 59/4, 1221>> gl9g, 19080 f;L 59/rr i 1417. >490, '9OHO, 59 I4, 141'I . 5>9v, 19ufl0 ~

{:re 59I4 ~ 1 fr 60, go54 . 19ug{) ~

Sr. 1 b> 1 C Y oi NGdf'/25/8u I<ES T Dyo Eiai>A I 1I)."l 12 STIef."Ss hi"ALYSls pE,K hisS 1 IJ31 ~ 1 I Ui>t, III)eUUGH ltlL'Ot}I}jg1974 AI)0tNI)A (NNS PIP lH4)

AL.I, b f}et,SSiS lie PST Nf)N 4I) I'Lh/.h S~ f'I; T Y i <<.)o) P Z P 1)<"

V) tiUI}t, NQI)i}tle F.iyUA f T)J<e P feESSU}ef; 0 t.H[) 1 leis f0 I AL ALLiiwAgL4 1.Yt.HSIHr.SS P Jl T't P< lit)e)i)Lie S fH),Sb SfleLSS sT}cess SThhS4

<I)'5u I

CO ED I

12 39/ffo 18bu, Qtj5 4 19yan, C)

I C) Sffu cle 59/ff. du32, bazoo, ipue)u ~

C le l2 39 /4 ZO52, buob, 19VSO,

'Sbu Cle 12 59'I 4 . d3uo, o~74. 19OSO, Cle 3974 ~ fflld, 8uub, 190gu,'9')

CH 5974, 47UU ~ S lbff ~ u.

g bi} Cle 39/4 ~ dbl5 ~ bo47 ~ 19VSO, I.

'9/

bin Cle 272e}, o/u 1 ~ 19ueo ~

b2u Cle 59 I 4. c! 7c! e), b/u 1 190 8 I),

CIe 59/4 ~ 27o~o b/59, 19 J8u ~

bL 12 59/4 g S4V5 ~ 9>77 ~

19ii SO ~

12 449u ~ offoff ~ 19uvu, 59/4,'9/'I 5 9i) cle o 1275. L}r'4$ ~ 19vuo.

o<)o 39/4, ob'0 ~ 4~7@. 19ueu.

Gle 5974, b05 ~ ff >78 ~ 1.9USO, F

Cis 12 c'.92 b, oog9 ~ 1 9 vga ~

ol i Cle 59/ff, 4925 ~ bu99 ~ 19ugr),

cle 59/4, 295/. o Ilu ~ 19y8u,

54,1 ~rl 1'C fbi IVliul tp/2$ /80 ALb TDYN r

Eall 411 I l 1$ 5 I fcI',58 A~" AL'(515 PI':I( A (5I US1 ~ l CUDtit)UUI-tI THr SUHhEH 1973 ADDh.AIBA (NN5 P lP lNG)

Al.lblH~bbkS lr~ PSI Ntlrl .'IUCLE;AA 5Apk I Y ('>>c5) P1PlN'/

NLIOi HElllbgi( I'- 9" A T I Uic pg<55L<KE bb HD1NG I AI. AI I.U<sAI114 UVLf<bIHL88 btKVSb b 1l<t 58 bTKVSb

'i)

C/l PU14T TYP< 4'I lr> b 4 H JTKQ5b C7 I

00 oI I g9/4, 5703 ~ 9737. 19080.

ED I

C) 5 2ii 3974. 9S17. 134"1 ~ 1905 II, CA I

C)

GO o2u 12 g9/4, 4849, au23, 19liall, b3u CI< 3974 ~

4973m II'V4 7 19J60, 05J 4973 94 7 19uBU ~

o4 i) CK 397 l

'479 94QP 19ueu.

Sh. 1 S'(1(. (Sbt ) Ybt: NG8t b/2 3/8u wlS IDYL E'UUgl l(yii 12 Sl BESS h("AlySTS Pt;h anS1 ~51 a 1' U(>t; 1tlHOUGtl Tt(( Su~t(EH 1975 AOOLNOA (NNb Plf'1NG}

A(.l S1t(ASS(=S 1N PS?

NA(( NUCLEAR baFt:.1Y (i'<'ib) P1PIN~

(ODE PU1w l'(f, H((t- k r>Pt 1;QUA r Nijt'URR oui( t'RFSSuHt, SThgSb HEI'(D 1'(<G b7kfbb fOIAL Sr((ebs ALLUwAHQh STt(VS~

(.(V f HS I t(t.SS C7 2~

Kl CH 12 49i: l. 7185, 12113, 19704, 2(j Ct( 4927 ~ ob54 ~

~

ll)bl, 19/04,

?(, CH l2 4947 bb54, 11>bl ~ 19I04, 3ic

'9<7, b<<$ 2 ~ 11579, 19r04.

E,L 12 4947, b452. 11>>'I 9. 197(i4 ~

<<0 EL 4927 ~ ct $ 88 ~ 95lb, 19/04, CH l2 <<927, c(3d8. 9>lb ~ 19704.

CA 49c.'7, 50 I 1 7 /98 ~ 19/04 ~

CR <<92/ ~ 30/1. 7'/98 ~ 1910<<,

bv 4927 ~ 0263 ~ BLVD 19/0<<.

bu C>( l2 492 l. 5263 (S190. 19/() 4 ~

CR 49c /' '2b5

~ 8)9g. 19/0<<,

494/, 32oU, gl9$ ~ 19/04 ~

2>OVAL l2 <<941, 5713. 8040 19/04, 7,. l 494/. 5715, Ov<<u, 19/0<<e c'2 CH 4947 ~ 5bl2. tl0 39 ~ 18704, Vi(4 ~ lube ~

1'~a 5, 19I04.

9(i 904 ~ luuo. 19l04,

SE l S "Ilr. < USI: )

Tbl NGUI'/25/Uu WlS t UyN t ullhl Jl) I 12 b I H45s AI~ALysls pt H Aresl 031 ~ 1 I 00t I HIeouGH ftt4 sIIrII'IFR 19 I3 ADOEI~IIA (NNU I lP leeh)

ALL vlf(bUUt.U JN f'Sl, N[)tl-HuCLiAle SAFeTy <<I'<S) Pll INI htuOL Htl'II)4H POUA lTII'I ppgssUIeg,: UFrII) i WG I'0 I A ALLUrIAULt LIVt; H S 1 HUSS PUI I I 1 yIIL' Wu> ISED UTKQSU -UTI(ASS L'TKE.SS STHt.Sb CD 9 II 12 9y2, 521 ~ 1423. 19/Vff.

I'D I 11 II fell 12 902, b ~ 909 ~ 1970ff.

'ell CD 90 9Vd, 99U ~ 1'/V 1 ~ 19/04, 12:i Hll 9v2 ~ 1080, 1">2. 19loff ~

120 leu 12 3974~ 11220 ' 15194. 190U0, CR 3974, II&7, 15451. 19VUO ~

E.L 39/4+ >2820, ]6494 ~ 190UO,

$ 9/ff ~ 10343 14>17 ~ 19VUO, 1%V Cle 39/ff ~ '294

~ 9Cb8, 19VUO ~

1 V II CIe 39lff, ZU71, 190UV, lbo CI< g9/4, CU 71. bciff $ 19VUO ~

C le g9 /II C9n9 ~ c '/43, 19VUO, g9/4. '3U0 1, 9 I I>. I 9 VU0 ~

lno iL 39/4 z '/371. 19IIUV.

Cle l2 397ff. 3773. llffg, 19vU0, 34lff o 7I9Z.

lff I 2'I ie

'Ie C le 3974, g9'/il ~

6U]U;

>Ulb, 39bb',

//92, 1959..

190U0.

19VUO, 190UO I:le ~

bglbH ti: (Ubf:) ToLN( Uf b/23/du Hf."STUYN

,(;IIA11.J,e 12 b]RESS AliALYSIS Pf:fe AHSL 851,1 (UOt THNUUGh rfIL'(jl1~ltf>> 1975 A[)l)f.-lenA (NIVS PLPlNG)

AII, STNLUbt;8 II'e I Bf Nf)h~HUCLKAH SAf:f." f Y (NNS) P1PlNI~

NUI)L f~E.HI~LB Ef) fA f $ (jH f~ fef;SSURE. ULNP1WG 1 (I I AI. ALLUI'lAULE UVelcS t HiSS PUl:I 1 f lP" II(ff'>8<fe Sg Ie I'SS 8 T te f.'SS b T><LSS S Tf<h,Sb Ul C7 I

CO 240 Cfe 12 5974 ~ 59b5, 7'P5 9, l9080 ~

ED I

C) Cfe 12 59 Iu, 4575. 8'~49. 19(.f80 ~

I GD

? lu Cfe 5974 4S75. 8~49. 19V80 ~

4,

'9'I uib>, 8157. L9y80.

224 Cfe 39/4~ uio5, 8157, 19V80 ~

23G I fe g974.. 5558, 755P ~ 19VUV 23 i Cfe 5974 535U> 19V80~

L le

'9/4e 29Up ~ b"dG, 19<>80..

24v c(e g9I4.

\

29Ua.. o"be 1908V<

Cf7 12 59/4 i 29SU ~ b9LL ~ 19UUV ~

Cfe 5974. 295U, O'I 1 1, 19vUV.

cfe y9/4 295U ~ e~LZ. 19y80 ~

Ll. 3974 ~

'295 U. o913; 19y80 2 b.'i 59/4 ~ >895, 75bU ~ 19080.

2y,: Cfe L2 Z9/4. 7~VU. 19u80 ~

27.I Lp 39'I 4. 542V,. 7>94 19VUV ~

h

'I 2 'I f, . L2 5974. 548u, >94. 19VU(l ~

5974 ~ 542v, 7S93.- 19u80.

SElS Ilr.lS~E) YbL')IGUI')/23/Uu wESTI)YN ll'1NG)

.'ldllA I 1<IN 12 81 }cf SS A'<agySls Pt H ANSl 6S 1 ~ 1 ~'UI)t. 1III(OIJOII (HE Sunl'IE.R 1') 7> ADONAI'IOA (rlNS P Al 4 S I HKSS4S 1N PS J.

NIIN-NIICLE.AI'AFEI Y (<<IS) PIPJNI~

C/l NUL> i, )C ggltr. H UIJAT [Il PHF ssl)HQ t)E.NO 1 NG 1(iI AL ALLUHA8Lh UVtHSlHtSS C)

Pul;Ir rYPt, II1tIER S l ICQSS SIAPSs 8 l)CLSS STHKSS I

C)0 CD I

CD QU'J CH 39 l4 o 3420, 7>93, 19080,'908II C)l I

C) <) 9.i CH 3974 g S254, 74g7. ~

39I41 S2'54 ~ 7427. 19y80, 5<10 CR 3974, 5131, 7104 ~ 19u80, 50<) 3974 3151, 7104 ~ 19080 310 CH l2 '9/4, 4775 ~ e/47 19080 I I I) CH 12 39/4, 47 '/3, D/47 ~ '9080 32l) CH gc) /4 ~ Sip 1 U, '9080.

S4D CH 39/4 I auld, e~92. 19y80.

SSli 12 397 'I ~ 3845, 7U19, 19080 C I( 3')74 o 3848, I019, '9080.

SCiv CH 12 39'/4 o 4S59 ~ dSe3 ~

19080, 3974. <I3U<), 8)c)3 ~ 1 9 I) 8 0 ~

C II 39/4 ~ beau, 9 J94 ~ 19080.

5974m be40, 9 J94 19080, F

SD ll . Cl<I 39lu ~ o27), 10443 ~ 19080.

CIC 39'/4 I c) 279. 104~3. 19lidu.

57<; 3<) /4 ~ 9497 ~ 19y80,

Sais'iC1SSei 'I 64NIjUI 0/93/eIU H<SIDYN VUiiaili)ii 12, elIIESS A"aLYSIS VI.IC A~SI 651,1 (;UOL IIII<uurg TIII- Sun~It.R 1975 AOI)k.ieoa 1NNS PlPING)

ALL SIHtSSE.S ilu I'Sl Ht)le 'IIICLL4h eAF 8 T Y ( f'I"S) F'll'5 I'I'>

NUDE, C i)') a T1(Ih Pkt.SSUIeh; gy.reD 1 TUIAL PL( Uxa8Lk ,UVFIeS I Iet,SS PU I '41 I'Y I'4 NliilII S TIei;SS luI'INLESS ST~ESS STNE.SS C)

I 37:I C I'e 39/ff, 5523, 9891, 19080, CO C)

I C) Cle 39'/ 4, 3495 7qe9, 19080 ~

I C) 19VSU,.

CA sb i') 39/4 ~

'495, 74e9 Cle 39 /4 ~ 4eb'5 ~ co~8 1908o.

S9'I CR 12 3914 ~ 400s ~ ev58 ~ 19080, 0 .) Ch 39/4. 1739. b/13, 19080 ~

(I 0 0 CI< 3974. 1759 ~ S/13. 19U80, iI10 Cle 5')7ff. 114b, S<dl .. 19080, I4 39/4 ~ 1 lffb ~ bl41, 19080.

l2 3V/4, 1 lff 7 5141. 19080 3974 1147, gldl, '9ubo

~

EL

'974

~ 12o9, 54ff c?. 19VUU ~

l2 3)74. 14a9, $ 442 ~ 19UIIII.

CI'le 39 /4 42. 30 ~ e403, 19080, 43a C II 39/4, 42SJ, e403 ~ 19U80, C ie 39/ff ~ 5'515 ~ 7407. 19y80 ~

I 40 CH 3q/g ~ 5313, /4b7. 19VSO.

Cle 3974 o SU8ff, 7UQ8 19u80,

SE l SrlLC (:)Sf; ) YoLr)Ct)F -

b/23/Ui) hE,STOYN

.')I)A t Li)ri 12 8 TteESS AriALYG15 PL:.I< A'v'1 '631, 1 Lui)t ( IikeuuGk< 1 t)L'Uhr)VR 1973 AOoCret) A (r<NS P lP 1 NG ) I ALL, 8 lHt;SStS jl~ PS?

i')Ar<-i t UC LEAH SAVVTY lr ieS) P>>'I~>

iuul) g rl0L H Ct)oa TTL)s PHL) SSLiHP 6b ieL) 1 346 1UIAL ALLurtAL)Lt u V L; kS 1Ht'SS PUI r)T TYPC HL) i'it:.)e -STHl..BS 51HLSS ST<VSS STH);Su Ul Cl I

00 l2 39 74 ~ 3084, 7v58 ~ 19y8u, ED I

C3 4bu 3974. 27b3, 6 '/37. 19y t)n, I

C) itbu Ck) 39'I 4. 27b3 ~ b/37, L9u80 ~

47u 39/4. 1328 b>02 19i) 80.

4/b Cre 39'I 4, '328

'>u2

~

19i) 80, 4 I1 39/4. '327

~ b~bi. 19u80, 47 l 3974 l 3c! / ~ 5>01. )9uhv, l2 '974, lb13. 5'? t) o. 19i) r)0 ~

4t)a'8u CH .12 lb13 ~ 5>t)b. 19i) 80.

39/4,'9IN.

35'i) q9ii CR 12 3974, 1710, 17 lu, 5bt)4 50@4

~

~

19u80.

19u 8i),

Si) g Cie 12 39/4, los I. 5"OL ~ 19vsu.

50 t) CR >2 39 ( 1 vc.'7, Qbu 1 ~ 19u80e 5)u Cle 39/4a l 8c!o, 5uvo. 19') 80.

5):i 3974 L t)2b, 5i) 0o. 19080 ~

F 12

'974 22t) 5 ~ b257, 19y80, Cle 12

'9/4

~ 2203 19u80 ~

$ 9? 4, 'i3b9, bU43 1948n ~

Sf. f b')AC]888] Ybl Nb8f b/25/80 HESTO>H Ea<<A1]U'< ]P STf(kSS Ai'ALYS]S f)BH A~<Sl U5l, l f UDt; ft~HUUG)f IHl-'UtltlER 1975 ADDLNI)A (NHS P]P]NG) luau ALL SfecSSeS ]e PS] .

I'If)rf isUCLV>)i:)uf:kTy (I'f>>S) PIP]f3" NUOk <<ki k tiluh f'I U<< Pf<kSSUHk f) t:NU1HU rufaL ALLUeABLE UVt,HS1kkSS Vu] 'fr TyP~ f jul'kk SThkS> S]NESS SrtcQSS STHtS4 C) i) 50 59/4. d8o9, ou45. ]9V80i

~ i 54' 3974 5141 71]S. 19v80',

o 540 Clf

'9I4.

'141

~ 71]5. ]9vso.

SS.) 39'I 4, 5SI7. 705], ]9080o Cjt 5974 ~ o396 ~ 10570, ']9080 ~

Sbo 39? 4, 7670. l]o44. 19U8vg boo Ck $ 9/4 ~ 4290, -8864 ~ 19080 ~

5)o CR 3974. 8556, ]9vau, i5'/0 Ck 39?4 ~ 43f) 8 ~ 8556, ]9v8u, Cf< 39/4. 4449 84/ Q ]9U8V ~

5dv kL >9/4 ~

'692,

]Bobby 19u80.

kl. 59/4. 5995. 7vg9 ~ ]908u, 59 39 /4 ~ c! 045. ov]9 ~ ]9U80 ~

Ck 5')/4 e 9v]) Au'IS, ]9v80 ~

o v Ig 5974. 901 4675, 19080.

olu CR 59/4. 'lon5

~ 8oSn ~ ]9v80.

59/4 ~ 4bo5, Uo5o ~ ]9v80, of ] CR c) 74 4bdl. Qo5$ ,. 19U80.

Qw SE.J.":1C( iSf )

YbCNGe)V o/25/50 w'T,"STDYN i: Ji)A) luyr 12 bftehSb A<<ALYSlS ) L'JC,>rrST r>31.1 COO): Jr)ter)ut;H ')i<4 Sut)tr):R 19/5 ADOENoa (rr~S Pl)'ltiO)

ALL b~'ftcr-SS48 1< 1'Sl .

)3[)>t Nl) g LE.~R SAFf;TY (r~rrb) ) I)'Il'rr~

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Y6('NG68 7/23/80 NFST()YN P1PT)IG OISPLAt'FNENTS ?N GLOBAL COORDINATES PCI JNT DX L) Y. DZ RX Hy RZ 13 (lkcHFR) (I W(;HES) (INCHES) (RADS) (HanS) (RAl)S) 000 O.OOD O.OOOODO O.nonooo '0 000000 Lo O.ODO 0 ~ F nnn ~ ODO F 000 <<e000007 <<,non004 << ~ 00005b 50 .ODII <<,001 .000 <<~ 000009 .oonone << ~ 000071 4(l QOQ I F 003 .'Oo 1 <<e 000041 ~000032 << ~ 000181 non <<,D03 .Do2 <<ioon051 <<>oooo42 .Doo191

.nil .OD$ ~ 004 <<,nnnoeb <<ioonobl <<.000213

<<.nil <<,00$ .004 << ~ 000066 <<,Donobl <<.Oon213 ul6 <<,007 .ooe <<eOOD087 ,D00083 << ~ 000209

<<nil .D08 ~ one) ID00089 <<,oooo85 << ~ D0020V 9i) <<.nin <<.010 .007 on0009i .nonn8c << F 000191 ilo <<.01) .'. o 1 o .005 >>ioOD091 .Oon08c <<,000191 nlr, <<,010 ,007 ,OOOO91 ,00008c <<.000191

<<nle .013 F 008 ooono92 .oono87 << ~ ODO]82 1 rID n 1 r) <<.013 F 009 .oooo97 <<.000090 >>.ODD157 ol8 <<.' 1 i? .009 ooooi62 <<,oonlD9 F 000156 ibn <<Q2'7 << ~ v 1?. <<.Vol << ~ 000215 <<, DDD14? .o00183

)

170 ~

<<$ 27 w ~ U12 <<.002 << ~ Dol)219 < SN T Ye( NG68 7/23/80 WESTDYN I

PIP f NG urSf'LACEHVHTS IN GLOBAL Gt)UR~?NATES p01 i'<

T OX VY DZ RX Hy RZ 13 ( INCNVa) (ZNCHFS) ( INCHV.S) (HADS) (RAt)S) (RAOS) 180 <<.V3n <<,009 004 i000340 <<ioon125 << ~ 000059 Ul 19v 030 <<,010 003 ooon347 <<.000126 <<,000082 I

CO lD 03n. <<.002 <<e000367 +~ 000130 << ~ 000188 I

C)

I piu n3n <<.022 .uo2 ooon424 , vvnl35 << ~ 000459 CD 220 .O3n <<,056 . 0 1 l. << ~ 000538 ,voo125 << ~ 000459 23u 03u ..'Oes ,015 F 000596 <<,noology << ~ 000300 pro <<.030 << ~ .Vie I000651 << ~ 000085 " 000112

~

075',075 p5u 03n .021 -.Oon724 ,oonu45 ~ 000097 Q3n <<.075 ~ 021 << ~ 000724 <<~ uvo045 ~ Ooo097

~ euL9 045 020 << ~ onn'f38 .Oua108 .noo236

>7u <<.027 .030 ~ Ol8 << ~ voob58 ,ooni29 .-

n 00182 2un << Q24 <<,018 ~ 017 ooon504 .ovnl4e ~ 000087

<< u83 <<,014 V lb << ~ 000430 .OVQ153 . .uo0042 guu <<.022 << ~ Ol 1 .016 onoo367 ,nun158 ,van002 310 019 <<,uoe ~ 000227 ,VVQ169 << ~ 000088

~ nil OQ2 .OO9 <<ooo 1 13 <OOQ181 << ~ VQQ 176 I

pn7 .'u 02 ,007 << ~ vvun94 . Qvnl82 << ~ 000199p

Y6L NG6S 7/23/80 HESTOYN P1PgNG 01SPL'ACEHKNT8 IN Gl.OBAl COOHoli4ATES pi>LNT nx DY OZ HX Hy R7 l3. (INCNFa) t INCHES) (1NCHES) (Naos) {HAnS) {VAnS) 3kn, <<DOII <<,003 ~ uo6 ,Onooas iooni82 << ~ 000209 3bo 001 <<,003 F 004 o000088 .000178 ~ << ~ 000222 g PI} .ooi <<,004 ~ 003 <<aon0087 ,000175 <<,000229 3/0 .Qns << ~ on) F 001 <<IQ00074 ,nvn170 << ~ 000247

.ain << F 009 << ~ oo2 ~ OOU03? ~

woont55 ,oon328 39o 0 i.'K << F 014 << F 004 ~ 000159 ~ OUn146 >>.00040b 4oo ;nia ;024 <<,oo'5 ~ 000285 ,ooni35 <<,000487.

gio .019 << ~ 037 << ~ 007 e000334 ~ oo 0122 << ~

000527'Qoo527

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gu 02% ..n51 <<.007 Inooibi ,QUQOS9 .Qon544

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.D13 << ~ Onb IQUQ099 .oono17 << ~ 000437 02'24 4bu <<.007 <<,007 ~ 000011 .Qonu33 .ooo34o 4 '/o .022 .DD2 <<.008 .Oouo41 << ~ OODOSb ,000242 4/1 022 <<,002 <<.OD8 iOQD041 << ~ Oonn'56 >> ~ 000242 l

neo 02n ~

~ ooo 011 IOOQ191 << ~ Q"0098 a000009

e Y6GNGbS 7/23/80 MES?DYN PgPyNG QTSP(.AGKHENTS IN GL()HAL, COL)HDLNATES .

Pr)I>>T DX DV DZ HX H1 Hy'RADS)

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.Oug. >>.035 >> ~ 021 e000065 >>I000122 .Oooi13 ahab >>.032 <<,022 << ~ 000234 ,oun122 ~ 000031

.Oun >>;alb <<.02b >>>00044g ,Oon118 << ~ 000064

'aun >> F 019 >>.02b aoaa458 I~ouaf18 . >>,00aobb

<<.Oog ~ >>.012 >> ~ 02b -.OOO464 <<0000117 >> ~ 000067 ggu s.n02 >>,005 >>,020 I000420 <<..ooaa82 ,000020 bun nu2 <<,ou) <<. 014 >> ~ 000407 >> ~ 000080 .000035 bin >>.nof >>,00'5 >>.VOS ~ 000391 - oaunn76 ,000055 6 1 1 nui <<,005 >> '005 .0003oi >>eoonn76 ~ 00005b

.nun e,oal e uou I000082 . oonot)1 ,00002b aoo e,. 001 >>.000 o00006s <<>000001 ~ QOQQ22 b40 O.oun << F 000 000 ioonaoo .Ouaoao ,OonvOo r<

NURI'IAL UPERAT10N Yb( NGbs 7/23/80 HESTDYN PIPING OISPLA( EVENTS ?N Gl084L Co(IRMINATFS POINT ox PY OZ HX Hy HZ

( INCPII'8) (INCHES) ( INC>IES) (RAOS) (HApS) (HAOS)

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0 ~ Uooooo 0 IOOQQOO o,oooooo C3 20 .047 ..001 os 000 i000009 ~ ov0021 ~ 000226 I

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.42b .3bo <<. 012 ~ U00026 ~000337 .oo4109 90 49n >>,31Q >>~0 lb ooaoo22 .Uoa341 ~ 004157 379 ~ 298 <<Q17 <ogoo22 ,OUU341 , oo4157

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118 << ~ lSU -,044 >> ~ ooo?62 ,Uoo697 ,oo5537

NOR~>L <iPEkkA r gr>H PyPgNb DIgPLACEekENTS 1N Gl.OBAL GOUH" 1NATES polder DX DY DZ HX Hy HZ

]3. (INC~EA) CINCHES) (1NCkkKS ) LHADS) (RADS) (HADS)

C/l luv .o51 << ~ 059 <<,ooo <<eaaai79 ~ aun726 ~ 003104 CD P3 190 'Q53 <<,047 <<~ 063 eaan172 ,oun'128 ~ 003022 I

CD Cl 200 <<.014 "~ 071 .000730 aoi?716 I .v58 euOO15O ~

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'150 .082 <<,lbl euOU248 <<eouol31 ,000823

~

251 .' 50 <<,16l ~ 000248 <<,000132 << ~ 000824 0 149 <<.122 eo00256 ,Ooll69 ,ooaoO4 270 ~ 020 <<.101 .Qoolo3 << ~ 001265 << ~ QOQ842 112 .010 .080 .OOOO81 -,001308 +ena0752 lao ~ 006 -.o72 ~ 000028 .ool311 << ~ 000711

'Q97 .004 <<.003 << ~ 000021 ,ool305 +eoo0673 310 075 ,002 037 eouo142 << ~ 001233 << ~ QQQ572 3 di> .O39 << ~ UU4 ~ 009 .Uon265 << ~ OUQ856 >> ~ 000435 I

029 .003 ~ 02T << ~ "00267 << ~ 000550 << ~ 000401~

NURl1AL UPKRAT ION Y6GNGbs 7I23/80 WKSTOYN Pottier PTPgNG DISPLACEHtNTS 1N GLOSAL COORV?NATVS pX DY t)Z RX Hy RZ (INCHEg) (JNCHE S) CtNrHES) (RADS) (RADS) (RADS) 340 .02m 0.'0 0 3 ;036 0 ~ 000258 -.00035e 0~ 000388

'029 0 F 002 ~ 048 0<<000238 ,OooO98 0,000363 Vl 3bn 034 << F 001 ~ 052 -.Ooo228 ~ 000358 ~ ,Q00350 C) 2~

37U 049 0 F 001 F 055 0<<000213 <<000741 0 ~ 000331 A7 I

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Cl 390 .'12@ ,ODO .044 <<OOO164 <<005483 0,000274 400 162 .uoo ~ 036 <<Doo144 ,0016O6 << ~ 000254 41U 203 ,000 ~ 026 <<000118 ,o01639 << F 000235 2n3 <<ooo ~ 026 << ~ oon118 .001639 0 ~ 000235 484 269 ,002 .041 0<<oonooo ,noi272 ~ ,000208 4SO 302 ,'vo4 .072 ~ 000049 ,OO1086 0 ~ 000189 44 U .348 ~ (I02 F 125 <<OOo174 ,ooot 57 .ooa141 359 0 '04 ~ 148 .000248 ~ 000413 0,000113 gDU .>by ,011 '. 167 <<000285 .Oun150 << ~ 000099 41') 349 0. 022. ~ 189 000170 -

Oon309 <<,000148 O'I l << ~ ll2< ~ 189 ~ 000170 0<<000309 0 ~ 000148 t l 40U ."31 > 0 ~ 009 ;171 <<000344 ,001199 0 ~ 000551~a

HUHiiAL OPE:HATlnN Y6GNG6S 7/23/80

HEBTOYN PIPING PISPLAGKilAi'f8 Jh GIDUAL COORS? HATES Pnl'4T OX DZ HX Hy RZ 13 (IwcHEa) { It<CHES) ttvcves) (RAnS) (RADS) (RADS) 490 << ~ 004 <<io00398 <<oooi227 << F 000580

.30'ni

~ UQQ ~ 155 << ~ 000452 .<<,Qof247 << ~ 000613 F 000 F 155 <<o000452 << ~ 001247 ,000613 C/l C7 sdn .2SS ~ 047 ~ 122 << ~ 000922 ,001232 ,apio65 I

CO C) 5>V '194 ~ 112 <<>vaiv58 <<aaail40 << ~ 001149 I

Vl I 540 .158. . 16'3 .107 i0.01066 <<,nvio65 ,oO1156 C)

Ca)

SSV 12$ ~ 204 ,104 aooivf9 ,ova987 << ~ 001132

.07s ~ 873 ~ VOO803 <<>000817 << F 001010 570 071 278 ~ loo << ~ 000774 << ~ Qap799 << ~ OQ0994 SOV VD7 ~ 883 ~ 100 IOOO747 )QVQ783 << ~ 000978 590 .nSn ,28b .lo3 e000327 <<,Ova351 .ooalid goi) 049 ~ 279 ~ 097 <000378 <<.000273 <<,000078 610 6l 1

.05'Y

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~ 089 o000385 o000385

<< ~ oval64

<<,aonl63 <<

,oooa62

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I Yet'NG6S 7/23/80 HESTOYN PIPTNG DISt LACK>><HTS IN GLOBAl.. COURDlHATfS pglNT pX DY DK HX Hy HZ l3 (INC>lES) (INCttFS) (INCHES) (HAOS) (HAnS) (HADS) 10 O.aao Q,QQU 0 ~ Qoo oe.oOOOOO Oeaonooo Qeoonoon

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$ 50 4S> >>.162 .032 .oon251 eooa631 ,O05998 lna 148 <<,138 <<.Oub >> ~ 000265 ,e000713 ~ OOS861 r

]70 .128 .137 << 047 .000263 .Qon718 ~ 005839g

0 LOSS Uf LUAf) Y6CNG68 7123Z80 ~EaTDYN P/P/NG OJSPLACE~ENT8 1N GLUUAL CDUR01HAlES pniily nX OY OZ RX Hy R7 CA 1S (1>>CtlVa) (yNLHh.s) (lNCHES) (Hans) (HAD8) (RCOS)

C7 2~ jUU .057 . w,ubg ~ ~ U61 aeu0017b inuo747 ,003283 I

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.20' .Oou ~ 026 << ~ 000122 ~ V"ib38 <<,000247 420 26tl .U02 ~ 041 ~ uonvoo eQV1276 <<,oondfd Ol)4 ~ 072 IOOUU52 eouf09f << ~ 000198 44il ~ U02 ~ 126 ioonf77 ,OU0662 ,voof49 45u 359 .004 ~ f48 i000252 .OUO410 >> F 00,0120 4 Q i! 3ow <<,Vll ~ 167 e000289 , vunl54 ~,o00106 474 349 .U22 ~ 190 .Vnnf74 ,000306 ,ovni54 47l .34@ ~ u22 ~ 1 9l) F 000174 <<>ouo307 >> ~ 000154

. l 4VU .3fn >>.009 ~ 171 <<ouou34u <<>Ov 1 200>> ~ 000'55b ~

LOSS uF LU<D V6CNGbS 7/23/80 HES'tDYN t

P I ~ I flG DISPLACE))FATE JN GI OSAGE. COORDINATES PDlI't I' DX OY OZ RX Hy RZ (INCHES) ( INl;tiES) (INCHES) <HADu) (HADS) (HADS) 9 II ~ 163 eoon394 <<eoo1229 eo0058b 3U> ~ ()DO ~ 15S eOOO448 << ~ 001249 << ~ Ooobl9 O 5ln ~ QUO .155 << ~ 000448 <<en01249 << ~ 000619

~) b I ~ 047 123 enoo919 .On<23k <<,001071 00 I lD I

lD ~ 117 ~ 113 << ~ 001056 << ~ 001139 -,nni154-b I

ID 540 .158. ", ~ 163 bloc << ~ OO)t)63 ,nolo< 5 0 ~ Ool lb 1 550 126 ~ 1D4 eO01Oib . .00098b << ~ Do 1 l 3$

K Suo . 07Ie ,? 73- ~ lni enon@no << ~ 000815 .Qo 1 o 13 570 .07l ~ 278 F 101 <<enn0770 << ~ 000798 <<,00099b Qb7 ,283 .101 eDOQ743 <<,000782 << ~ OQQ981

.o50 .28b .103 ~ U00535b ~ ~ Q00348 ~ ~ 000110 600 .049 ~ 279 .097 enoo387 << ~ 000270 << ~ 000076 047 ~ 269 .'089 ~ nt) t) 392 .Uuolbo <<,000061 n47 .2b9 ~ 089 eonn392 <<.Qoolbn .<<enonobl

.n50 ~ 260 ~ 091 eoonD49 ,OOOU04 ~ OQQU47 051 ~ 2bn ~ 092 ~ 000035 .000001 .Oot)036 l

bffi] 051 ~ 260 .09b eoQonnn ,noooon .<<,OOODQO ~

Yo(;Nt'ut-'/2S/UV ~VS t OYN:

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uul -,025 -.00li74 << ~ 004020 << ~ UOUU31

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0 REFERENCES

1. Piping Isometric C-381-354-1, Revision D, Gilbert Associates, Inc.,

October 8, 1979.

2. F]ow Diagram 33013-436, Revision E, Rochester Gas and Electric Corporation, January 4, 1980.

3. E ui ment S ecification, 601, Revision No. 2 to E-Spec. G569866, Westinghouse E ectric Corporation, Atomic Power Division, April 29, 1966.

4. Residual Heat Removal S stem Anal sis Desi n Conditions, R. E. Ginna Nuc ear Power P ant, October , 9 9.

5. Reactor Buildin Seismic Anal sis Res onse S ectra, Ginna Station Seismic Upgra ing Program, Gi bert Associates, Inc., December 21, 1979.

6. Orthographic Piping Drawing D-304-611, Revision YII, Gilber Associates, Inc.

7. Orthographic Piping Drawing D-304-612, Revision IV, Gilbert Asso'ciates, Inc.

SDTAR-80-05-03 103

APPENDIX A ALLOMABLE STRESS The allowable stresses for use with equations (ll), (12), (13) and (14) of the Summer Addenda, Power Piping ANSI B31.1-1973 have been determined in accordance with the requirements of Section 102.3.1C of 831.1-1973. Specifically, SA f (1.25Sc + 0.25 Sh

= allowable stress range SA

= basic material allowable stress at minimum (col'd) temperature SC from the Allowable Stress Tables.

I Sh

= basic material allowable stress at maximum (hot) temperature from the Allowable Stress Tables, f = stress range reduction factor for cyclic conditions for total number, l~, of full temperature cycles over total numbe" of years during which system is expected to be in operation, from Table 102.3.2,C.:

The Allowable Stress Tables are in Appendix A of 831.1-1973. If not all cycles are full temperature cycles, an equivalent number o full temperature cycles is used to determine f.

N " NE + rl 5

Hl + r2 5

N2 ...rn 5 Hn where HE

= number of cycles at full temperature change, ATE, for which expansion stress, SE, has been calculated by Eq. (13).

Hl, H2,...N = number of cycles at lesser temperature changes, sT, aT,...aT "1'2..rn ~Tl aTE, dT2 LTE,...aT r/aTE 104 SDTAR-80-05-03

Applicable values for this system are sumarized in the following tab'lei, Operating'ode i H. Tn ri iN;~

1 ZOSS oP go8D

2. Ruo 3.

4.

5.

6.

H = ((7ooo

r. = 1 for the mode with aTi = LTE

~

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Materia'I Ref. S Sh Ref. SA

l. phiz 7.vs~ so+ /O'7 31.1 page 5'~ 26.225

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ts, 1 0 .t)vo 1 ~ ]SV ]s]40 ]s900 i,900 f,vau i(GH ttH ] ~LD bi Is ,.7 f2 iruo 750 ~ id V 0 ,5uv .3oo s3VU HGHIIK]~LD 62

• Jr*ii k s.E.rit j ] I HGKt)H]~LD aS

2. ~ IeGHHK I ~LD b4

)ATE rF. I'-."I'88 I)8p L)JUNT

<<r.r Vt;Ieb f-ON I)JIE I:t)I'ir) 1 ALrl i Var)=8 I Hk hL)K)sAL l)P EHAI]NG O'U'ID] I ]I.IN KGHHI(]~LI) b5

)r A it k k g/':LttiJii jeAI')lug I(f. DUCE.IJ f)Y ~ ] ]f)Ltis tut)IJE 70 65 Jr AA it* ) Lt)IJ.~ I(AI)]t)d HEDUCE.I> 8Y s f lit( )1s I)UDE Zau bb 4 I)

• Ji 4 p/ F',Li) jis HAD]'.Jb HFDU):EI) 0Y ~ 1 ]'II-'tts iuUI) E 42)J ~

a5

• @%air A 4 4 A sr k -s / P l

h /- ) tt J s Ie Ii)) ] 0 8 KEDIJCEt UV ~ 1 l<<L)i, I:Iil'L lit tJ'i I(l<I) )IIL]:tj t]Y ~ 1 ] I~CII ~ I;IJI'I:..

480 u20 6'5 bS

/////.- )iCU>>>>F Cia t)Dltt)r( f U ~ VOVO Hi;HHHl NP I(GHt(k 1 i"iV 1

2 AiigrttJH f tI 0 IJI)ot) lv 1 (I 1 ~ u lsu ]sO 1 0 1 ~ 0 kts H ttk ] <<NP 3 L Ur)P 20 .7)to8 ~ ~ ovv2 hblet(K]~NP 4 y S~ 199. )I ]99,8 ]V9,g HGB)er(]~NP 5

].u;1P 2t'tu 2.2502 mls 2'Sv ~ uVU] t(GK)IK] "NP

] si 40 f 99.)t ]99sv l 99 ~ I) KGkrtk]~NP 7 L II ') 5 il  ?.2SU2 2sdaa ~ Vt) i) 1 KGkrik ] rip 8 4gSs8 Kraal(rik] ~hP 9 f'u 5 lr (ISS.)t

l. I.) IP btr 2.25>>Z 7 i) tl ~ Vull ] HGKrI)t f Nl 10 f iX b tI i)35. II 4S5 ~ I) rt 3rj ~ y KGI(Hr(]~<<P 11 gt)N)i 8)J 9) 7 I ~ 7 ~ Vtju " Ouof

~ HGK)tte]-NP 12 8)) iS Q Qb ~ 2 Sa,2 KGH) tie 1 -rvt; 13 A'ii.t )i)i( i) t) ri Uf t)7 7 ~ Utr V ~ 0004 KGH ttk ] <<tip 14 Ll)r)'P 8 I E Ii I'l ti i).9]aci 4. 7 /2 ~ S4S8 t(GH)tk 1 <<r)P 15

] sr I 1)) 2jbt 2Sgi) s 4 2Sbv ~ 4 5]799s3 5 1 l99.3 5]799 ' KGHHH]~rip lb L tr'ip 1 5 i) ~ 7.5()54 S. 750 I VV'06 I GHtit(1 NP 17 1 rdi) SS].s 3'b l s 5 H0H)(K ] It p 18 Llj'i~ lou I '>ahri ~ l 498 ~ OQ'ub H tsHIIK ] NP 19 I .I> )au 35) .'i SSl,S ~5l.5 I(GH)IK] r)P 20

(: HEat J(JN I liN SDTAR-80-05 03 l28

(:>f108 t.rr(:UU(I] t hL(D ]I< Jtlpu I UPI)al f.',3 49U e 77 ~ Ub/25/t]U ]7 ~ 42,41 L II I I P ]9@ 9.]<ho -e UUU(I HGAHK]"Nt JN I 9I) (i9. 7 49,/ it 9 ~ 7 HGHIIrt]>>NP

'uiip 20li 1 0 Ot)57 ~ Ui) V4 HGHIlkl<<NP 23 JN 20" (I". 7 49,/ 49,7 HGHHK]'<<NP 24 Luttv 2]0 12.7"'5l ~ liliU7 HGHr)k]<<HV 25

]iu 2 1 I) 42u.e 428eU '4 2() ~ I) HGHttkl-NP 2b LUrlv . 22 () ]I).]/96 e (III>>4 f(4KHK]<<)4P 27 Jti 22i) 42t) ee 42I) ~ 8 42t).e. HGHHK]<<NP 28 I.UtIP 24U 23.4973 ~ UOU3 HGHnkl uP 29 Jii 24v 4]be4 4]be 4 KGHHH] riP 3Q Lurlf> U 26.92]q ~ OUOg? Kl f<ttk 1 -iVP K4H)AH] Sl 25 II 4]b.u 4]b,4 4]o,4 HUHHK 1 <<NP S2 LuhP 27U 51 3962 S.v553 HUHHH]<<elp 33 lory.i2 <<I'IV l '~ 2 7 II 27(). 2 27 li ~ 2 I'/Ve2 34 Lurip 29li 32.5i(74 0 ~ 72]U HGHIIH]>>IIP 55

.29 i) 1 i)9.3 lu9 AS ]u9 ~ 3 KGHHK]<<IIP 3o LUNP 5 ii) 35. 8I) 8(l I). HGHHH]<<NP 57 1 "I ... 3]i) 33u. 3 55i) e 5 5SU.S t(Gf(Hk]<<NP $8 L lir'IP 3 2 II 35.')ii53 ] 1 e /751 HUKIIK]<<NV 39

]h" 3 2 II '3 3 I) ~ 3 5'5 U ~ 0 SSU ~ 3 K4 Hhk 1 <<iw 4U Lu)IP 34 li 57.4 l 4 55() 2

~

f'UKok]>>rIV 41

]N 54 ii ]75eb 1 /be 5 KUHI)K]-iip 42 LU;IP. Sgv 38.eJ]64 lo ~ 4893 KUHI<k 1 -rip 45

]N 55u 1/5 ~ 5 l/5e5 KGHHK] <<Iip 44 L:IrIP 37 i) 59.f)/4e lne94:Iu KG H tik 1 <<II V Jr( 37>> 2o9.8 269e8 d>>9 ~ Q HGKHH] Iip

l. lir.ip 38 i 4]. ~el]2 81 ~ 9]v2 HGKHK]

KUHIIK]<<lip 47 J ei Po'r. II Cong L i)i'e I' 4UU d5 ~ dt)53 KGHIIK] reP 49 ei (I I) ii 3uo rt 5vbe9 Sub ~ i) KGHHK 1 <<N f> 5o LiiiiP ii I v Qr) 76 2oe9I)Ud KUHHK] NP 51 J '< 5iib 9 5i 6,9 Sir 6 ~ 9 K(eHHII] r(y 52 Li)r)P il Sit 45. Si)63 35 ~ 2449 kbf(Hx 1 >>I

>ieP 54 LU(iP <I 4 Il 41.15vb Sue 75l5 I<GHrrlc ] <<irp 55 JN (I II ) it 12.ri 4/2 ~ J 'I72. 5 HGktik ] <<i'I f> 5b L lt IPs 46>> 5 IS. 9 I 4< 44 ~ c.'b 14 H4KIIK1 <<NP 57 1 QI rib(i (I 72.6 ii 72 ~ 6 472.6 K(iki<K]>>NPI 58 L iir)P 47 ii 57.)52I 4eeb55] HGHHH]>>rcyr 59 l:i li 7li 4/~ 6 I72 ~ D <72.6 OUI<I)K 1 <<ii f' bu LIVIV l)9..i ']e2899 HGRHK 1 <<i(P bl J N 4 91I 92 7 92e7 92e7 HGKHK]<<i~y L,utIP 5u.u552 55 '9lit) IIGHHK] b3 52(I rii:ir 2 'I (i (I e d 9u4 ~ 2 HUH HH 1 <<NP 64 3 '7 b 'I ~ r. 4>> k I~'I: i i i( I >> rI P SDTAR-80-05-03 129 . CHF. Ar 1 I) ~ CAI<I)8 L"ICUUcllLNLI) fl4 LIVV>tst),77. oo/c.3/80 17,42,41 gsi) 40'I. 2 40>>I ~ 2 4(}4 ~ 2 HGHI<K 1 I'<Y I.<tt}P 2S."~~ffon bl 0013 ~ KGHt It<1 r

sbO ~ 5 HGHt<k f <<I<P bo L <Pip ci7 Ij 25. 2<}0'i bb ~ <iaaf'5 H GH ttk 1 b9 5D8 ~ '5 NV 70 <<III'GKHt<1

1. i9 $ 7>} ~ b Lit'1P b i) <I 22.'59oh 2.491 DD ~ ffb99 l<GHHN l <<I<V 71 1 iq DVU 19I.2 l97sd 197,2 NGI<HH 1 -N V 72 I. Lt i'IP b 1 >>i 22.'39O( 4.2~0 be 4b99 HGktIH 1 <<I'<Y 73 LH DIV I97.2 197o2 191 ~ 2 KG}(f(N1-IIV 74 I.IJKP h30 25.'2fS~ 5 ~

cg>>}0 b7q77v9 N6HHK 1 iil 7b 1~< b3it ffb 2 40yL Hb F 2 N G t<t(k 1 >>4P 7b I.O-II DII It boag ..b.SUV bt) ~ >It 71 N G H tt k 1>> i'I P 77 1 v bffu ffu.p ffb ~ 2 ffe,a KGkt(kf >V 18 t<E t ffi} 1.0 1,<) le0 F 0 1,0 fan NGHNH 1 <<i~P 79 A JF; I:I-,I(GHhi 1 HGhfIK1<<hP 80 Of .b333E ol .2b.0 c9D21E, 0f 0, i) ~ KGI(HN f ivV A*AAA A1F I I-F,NIikt<I< l-2l e 1 NGH t(K 1 <<I.P b2 I) I ~ -,bff It >>~353t; nt ~ 2bv ~ 9balb<<v f 0, 0 ~ HGikt(N 1>>NV t}3 A IF Ijf' i KGi(tti>> I <<22, 1 kGHt(k 1 I V dff ls bff "-fob kt'Hl(k >>i(P 1 85 IIYi(AIhfQ l)III. - ]4 1 '('J I I: ~' l. Sl/E bt..rbf~gC HUII biArfc nuF NGH ttf< 1 IvV Ill/i ACLI~'litCi< kGHtt i>>f-SE bt: I.,r'i<it }I it) F I <i 29 1 ~ Hrit<HH I 1 -4t >>Vt'GKttk 1 2 Ctt 1 0 7>III} 1 ~ 0<}vv 2D,3vo 11. 259 klikt(H1>>b'E, 3 NI g >>If 2.bttn . lb42<i, JO,svo 2b2ob.',110 Niikt<H1 <<bh 4 Pf( c' 'b 1 nf'}3 NGKI(t<1>>bh, 5 AAAA A I f. I tf s i(G>>(ll}' '-I>>i(i NGI(t(t(1 bE, D 24I92U 9.90b bio.o KGkt<K I 7 AAAA'A 1 f >>it;f' I(GH tlti lo ~ 1 1 -bf. <<bf..'(GHI(h 2 'b of. US Kl KIIH1 bh. 9 O' AAA + I f') E f' k(i t>2<)c 1 ~ 1 Zb.327 9,b52 542.2 NI'KIIN1 t(GHf<kl bE, 10 CN

• AAAA AIF I tF,I(rHNI>> f(Gkt(H 1 <<bt 12 PI< 2 '5<IL 05 KGHI(k 1 bE. 15 AA*gA i<)F I'I F e Kiit(HI>>I-21.1 hLil<ttk 1 <<St; fff C II ab ~ l Ia 473.u HGiKtth 1 <<bt. 1'5 i< IF I t;F ~ l((iktt}< HGkt(Hf<<bt'. 1b Pli dibs J f;. I(GKNHI bV 17 AAAPA A IF tit;F I <<2clc l hGHI<k 1 bh.i 10 2/ 8 (i H t(h 1 <>i

~ 7iJ0 9. 3>>t 0 15o.'0 19 AAAAA A ff IiLf' l<GI<fit< aagl H6 HIIH I >> bt 20 PK 2 '34t- vs HGI(t<k f -bf: 21 AA<<AA A! F I<I: F ~ <<Iihi II< I>>50)I KGf<t(H1 <<bE C:} 24 'c!0 9,9iib b 1 o.'0 KGHt<I< I <<bE, 23 > i c I-' ~ l(I:I iii'i I<Gf<I(k 1 <<til: 24 SDTAR-80-05-03 130 CHf.')c T]c)iC CA tel)8 Ql IGQII I(< I E)cEI) 1 nl 1 (I Pl) 1 UPOArf; ].S-498 77. uo/2S/Itu 17 ~ 42 ' 2 'S]UE US 2b kIF l>E..F,(ebfctl<<I 3 le 1 ICGHHH]~bE 26 KGHIIH]~8E, le}l)c C'I a9.94V 9 ~ 9cIO o]O,O 27 k II A k k <<1)')LF.KG)e)I)cl-3].1 HGHt)K]~UE 28 )'l 2 ~ !>]UL KGktlk] bE, 29 Cle lu 20 .74(IB <~ VVV2. H('H)IK ] -b E 3U bP.Cy]l),~, d)I 4(I *lcG)C)1h1 S] Ch 2U 30 ].Su94 . oui)3 8E bf'GHHK] 32 E.L 40 l ]~,uvu HGICHH]~VE SS 1< su 4" U.Uuon. <<( ~ 250 0 ~ 0000 HGHICIC1~bE KG S4 bEL r li.i:I 40 5U ICGH}lk]~bE 3b Ctc "0 50 c) ni'On ~],b]o 0 ~ ooun HGHICH] bE I'lith 'Su 6u HGH)CH]~bh S7 '] SEC C4 bu 6" (I.'ouoo 2 ~ Qtt 4 IJ ~ 0uuu HG)t}IH]-bt, 3(J bECT1 I I'I o I) 8 CJ k G H }ltc 1 ~ b I'. S9 C IC ou. u. 0(i(au 1 ~ 250 II, VOUS KGH)CH] bE 40 i;L . - o] /u ] II 9oU KGHIIIC] Cl: - Iu. 8u ].oo69 ~ ~ uuU2 le(;Ie}lh] bE 42 bF:L, T ]II<<,a c>> 90 II 3 ~'l 'Iy KGH}IH]~bE,'CGH)IK] ~i<IJ I ) ~ PAL VP 8-I II7)J>IC ( f KUGHA(l I AGF.8 VALVE LV IC(J}I}JE fe I ]0 bh. 44 s J 1 F ~ u' I CIJPf-8 "I)L(AN Nll ~ Jtlfta7% Ht,V. ICGHHH 1 bF 45 s ~LV(. 9() I .OI)04 ~euuuu 13.250 3.218 98.S46 KG)()CH] bE, ffo k'kk kAkhan* k J F Iil:F Ic(iHtll ~ ]~I0 I1 )e(rH}IH]-bE 47 CII 2>.4uu '9 820 5 So.'u tcGH}IK]~a(L 48 kk k w i .-' p~e ( f', I', ie(;fc}(ic ]-1 0 g c599 97U ~ HGH)lk]~4L ICGH)CK J -bc 49 50 ~ k IF i'r f: p lelifelllc I <<20 n 1 1 <<bF. 4] '>1 BCI. Vo9 9,19o 50.U KGHHK] 8E 52 k k'k kg k 1 F'pf-F p hGtc)I c l 2(t g 1 H6H )IK ] <<bt; bS Pg 149.99S ICG)etch] 54 k k IF Is}.F g HI])C)II: I -21 g 1 tcG)e)I)c]-bE 55 C II 2(I, cco9 9.196 Sn. IJ HGh)C)c ] ~bf'. 56 kkkkk > J F I~F F t tel'K}clil 2]e HGH}IH)-bE, 51 ]49 '95 1 pfe KGH tilt] ~ot 58 akkak kf f: LF.f ~KG(cII)c]<<22>> 1 ICGHhK]~bE 59 Ptc 5c)9 ~ ') I 0 XG)CHH]~bt, ou kkkkk + 1 F L~ tF e Ie (i k fl I c I ~ 5 0 s I Iel tclctc]<<bF, o] C>l 2> ~ 4uc) 9 ~ C)20 5SU.U HGICICK]~bb. 62 akkaa k IF i;l f i RI'fill)el ~50 / ] IC( HHK J -b]; oS $ 99.')70 KGktlk]~bg o4 k*A k k k J F I<c < g k(ihllt' ~$ ( ] e IC G H I I }c 1 ~ b ); 65 Cil 2b ~ llliv 9, IJ20 53o.v le(i)et(K] ~bb. 66 k'kkkk k)} IIE f i)el>fc)I)'ll 3]n I IC(JIC)IK J <<bt 67 PI) 5c) 9 ~ 9/ U KGH)I)e] ~at o8 'I g g ~ ~ lcitlttch I ~b) SDTAR-80-05-03 131 CKF.A (1(l<'curl CAH])S kl)cuull]kHL'() ]N lrtf'ul i)f'])AIE, ].S>>498I77 ~ Ob/2S/60 ]7,42,4] v IS L 'L' 8 1 k Ii UV ] ]U .0001 2.208 >> ~ $ 442 ]S,250 3,2]8 1 ~ UUOE 04 HGH)IH]>>8E 70 SiC] JI>>~ \) I] ] r Il KGHHH1 bt 71 v i<LA; 'I (I ]2(I 1 0004 >> ~ (IVUO ]3,250 3,2]6 98,346 HGHt(k]<<8E 72 C)I e.So>U b,b22 H(jHt(tt ] <<bk 73 ~ ~r A f o(I Q. ]40(), 28,300 9,))0 db230.< KGHI(H] bh. 74 Prt 6u() I 08 H GH t(k 1 <<8E 7'5 Lh I~V I ll') ].bo85 ~ U002 KGH ttfi]<<bk ]I ] dl) I lII) 2 384 KGktIH] bE 77 EL 1'<<) ] gi) ]5,000 HGHHH l>>bk 78 14 1'I ii ] L) <) U.O00n ] ~ 2bU 0 , il 0 I) 0 k GH IIH 1 >> b E 79 SE,C,] ](I'I ] 'i(< lbu i(GHHK]>>bk 80 Cfl ]b0 fbi) 0. Vi) 0(I 4,252 U . 0 0 U0 H Gilt(H ] 8E 8] SEC T l()t) 1 UQ ] 9l) KGK)IK]>>dh, 82 (.'l 1 o0 ]70 0.0000 1 ~ 498 U ~ 0000 KGHt(t<] bk 83 EL ]/0 ]80 ]'5 ~ UOO KGHtlk 1 >>8E Gt I IIV .190 ].Sb2b <<e000b HGHHH]>>bh 8$ . SEC I ]0rI 19U 200 HGHttk I >>bE 8b ]90 ZOO .9S73 >>eu005 r(GHtIH]<<bh, 87 Sl'I(IIS4-- l<)0 '20 i) Z.b9ug V'5 H(>kt]N]>>JE 88 b,k(. (](in) .~ g<IQ 2]J KGHt(H]>>bL 89

Cfr"'k 8<) <l 2f\I 2. o') 82

~ ii{!U 1 t(GktIK]<<bk 90 O'I ] u~<I. Blu 22() f(GHHH]<<bE 91 Cft 4 (0< 22I) b. 3') Ss .OUV2 HGHttkf 8h 92 bEL))u;; L c? u Zrl <) KGHIIH]>>8E 93 Lr( 28(< 230  % ~ U()0 I HGHtlK]>>'bk 94 84k)I-r]di) f- 220 PSOV ],OUUOUo ],00()E V3 HGHHH]<<bE 9'5 CH iSU 24 2.b203 << ~ I'I I) il 4 HGHt(H]-bE 9b bkC] (i)<i 2<I V 0< HGHtlti]-~k 97 CH /<i i) 2<3 0 S.4203 << ~ UVU] t(GHtlli l bh. 98 bE.(,] ]u:I 27 (r HGHt(kf-8k 99 LK ~><) zg] 2 . <Ib il'7 << ~ IIVV] HGHtIH]<<8t 100 kL cb 1 2bii 49,9UU K GktlH] <<bk 101 LK Cou 2/<I 2 0]S9 ST bSS2 ttGHHH]<<bk 102 bEL (]i)N r-'/u $ 9<1 HGHftk]-bE 103 2 /I) 28i) ] ~ 48g9 KbHtiit 1 >>bE ]04 bl'H>l / 4/0 P 8 I) 979/o ~ K( Ht(IC]>>bk ]Os co<) 290 ~ OOV9 H GH t(f~ 1 >>b]:: ] ()b bf L l]iirl 3]U wGHt(H]<<8EI $ 07 CH c'u ii . S>3I ~ ouu9 KGHtlk I <<8E, 108 b I ISIIir 4') t;WU50 ~ e94]r)kt060 ~ HGH)IK]-bt. ]09 c.'9 I, 3040. i) ~ U ~ I) ~ 0 ~ 0 ~ HGHHkl>>bk ]10 I Klio C~ l) SU" . /U U5k<OSO ~ . 84 Obk><) b0, e))42E+070 ~ kGIIHH]<<8E 111 b I I tlo c'v u SUUU U ~ Ue 0 ~ Us Os t~('Ht(H] 8E 112 g I K)ro SO<< 9< 1 hk tutu'o ~ I 1 4 <'. k t 0 7 U ~ ~ I'.)5]E.i080e KljHIIH]<<8f. l]S ~ ~ r Si<>>r <? ~ il ~ (> ~ V ~ Oo Ie G)~ tIH ] -8E ]14 I SDTAR-80-05-03 ,w. (:HL-s, 1 lilt C/(I<i,S kl)C()t)t;]ktct I) J(< Jl<f U I (~f'l)A Ik I .3>>4')ll e7 7 e ub/2(<lt)0 17 ~ 42 '] CH J's(t 3]') ].007(I 1 ecf f 7'5 I<GI<HN] Sk bEC1]()rl >fg 32J HGHI(H1 bk I:lc > I (( 3p:) 2. u 1 r) t) ) ~ o549 HUHtckf>>bE 117 bEC t lr)ie >4() 3<<(p HGHHHl>>bk f]8 C t< >4() $ 3() ~ 1 . (>>7<< ] ~ df/5 fcUHHH]>>bE 119 bf'ksl J 5 g(r c) /9/o ~ kUHIIK] Sh, 1P.O CN 3<iv .(J5 J2 ~ 90 Jb t<(ll<tlk 1 >>bk; 121 bEC I itic( 5(J() NUHHfcf-bk Ci ><>bk ]43 ]20 57c) ' kr>ktIH f Sh '2J bc( ..S5S2 ~ 9b'J b S)c Hi< >.. 07<<hjt00 e<<t)4bkyuu 2 ']Ok ()J HUHt(K]>>bk 12b I Ic 5 ie j'I . f)432 1 ~ <)05 f HGHtfsf>>bk ]47 Sc.c r l <<') J/u 5 pip NGRtlh 1 >>SE, ]2(f (, I< 5/u 3(fr) I . b4'59 4e'io95 l<UHt<K]>>Sk f29 J i C 1 f () >VI) .40(( Jo() 39() 4)$ 'J icGHHN1 bE I<Cktik 1 >>SE ]30 131 . b432. <<'.'(< 1 ~ 1 Sf'I<it J soO. ,59'0(l ] ~ i(04E vb. NGHtikl 8E, 132 C'c 95oa l e but)c) HUHtlk]>>ilk 153 .SEC I 1(>)) 4 ti() <<1(< K(ekll(c 1 SE, 134 rc c< cl () 41() l. 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