Text

Piping Stress Analysis Rept,Rhr Sys,Section 250.
	ML17250A586
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
ML17250A585	List: ML17250A584; ML17250A586;
References
	SDTAR-80-05-05, SDTAR-80-5-5, NUDOCS 8009170296
	Download: ML17250A586 (93)
	v • d • e

WESTINGHOUSE PROPRIETARY CLASS 3 SDTAR-80-'05- 05 R. E. GINNA NUCLEAR POWER PLANT SEISMIC UPGRADING PROGRAM PIPING STRESS ANALYSIS REPORT RESIDUAL HEAT REMOVAL SYSTEM, SECTION 250 ANALYST: C, Ng H. A. Massie APPROVED:

F. Loceff, Man ger Structural 5 Seismic Technology WESTINGHOUSE ELECTRIC CORPORATION NUCLEAR TECHNOLOGY DIVISION JULY 1980 RMlJLNMY !NIL'l<H HL3 MPY 8009gyg gag

TABLE OF CONTENTS PAGE

1. 0 SYSTEM DESCRIPTION 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 I

2.2 Nozzle Load Evaluation 10 2+3 Yalve Load Evaluation

~ 3.0 RESULTS OF STRESS ANALYSIS AND LOAD EVALUATIONS 14 3.1 Support Description and Load Summary 15 3.l.l Displacement at Supports 19 3.2 Stresses 24

'3.2.1 Height 3.2.2 Normal Operation

'.2.3 Most Severe Mode of Operation 3.2.4 OBE 3.2.5 SSE 3.3 De flecti ons 49 3.3.1 Hei ght 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 64 SDTAR-80-05-05

TABLE OF CONTENTS, I

PAGE APPENDIX A Allov able Stress / Response Spectra B MESTDYN Input Da'ta 73 C ISOMETRIC C-381-354, Sheet 1, Revision D 79

(

D REFERENCES 80 SDTAR-80.-05-05

1. 0 SYSTEM DESCRIPTION 1.1 Extent of Piping: [1j, $ 2j 10" line from intermediate anchor RH-9 to reactor coolant loop A.

There are no significant Branch'ines in this portion of the RHR piping. See drawing C-381-354.-1, Rev. D for details.

1.2 Specifications

[3j 10" AC-2501R Design Conditions: 680'F, 2510 psig Pipe: Seamless A376 Type 316 Schedule 160.

Fittings: Seamless, butt, weld A403 WP316, Schedule 160.

Flanges: Forged, welding neck, A182F316, 1500 O'F, Schedule 160.

1.3 Loading Conditions 1.3.1 Operating Modes The operating modes for the RHR system are summarized in reference (4). The environments for RHR 250 are listed under fl'uid line 1 where it extends from loop A to valve 701.

'the normal and most severe conditions are:

Fluid Line Temp. 'F Pr ess. PSIG Normal 612.2 2235 Loss of Load 1 643 2628 SDTAR-80-05-05

1.3.2 Seismic Environment D

The seismic envi'ronment is represented by linear acceleration response spectra at various floor elevations, linear accelerations due to torsiona1 response of the buiIding, 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'f the containment, interior structure or other building supporting seismic class piping. For this nroject, Gilbert Associates, Inc., has performed this analysis and summarized their results in Ginna Station Seismic Upgrading Program, Reactor Building Seismi'c 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 attached 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 resul.t 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 EQUIPMENT r+7z<l o~ svÃUc7vd /zan S DTAR-80-05-05

The response spectra, for these points and the response spectra envelope are shown graphically in Appendix A. The coordinate system for, these spectra is not, in general, coincident with the coordinate system used for the piping model. Figure A.2-2 jndicates the orientation of the horizontal axes of each'system. Prior to analysis, the piping system model is rotate) 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 anal ysi s.

Y (STRUCTURAL),

/

NORTH

/

/.

/

/ X (PIPING) 29' (STRUCTURAL)

Z (PIPING)

FIGURE A.2-2: COORDINATE SYSTEMS S DTAR-80-05-05

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

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

SUPPORT OR EQUIPMENT VERT. R .10 R .10 R .1 SOPPY'7 rloogs y,c~j'. OC CW o. choo/

Units: radians and inches Each displacement component at each location represents a separate loading condition. Only displacements which can be transferred to the pip ng through the supports are included. A vertical support, for instance, can only transfer vertical displacement from the building to the piping. The net effect of 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-80-05-05

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

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

RELATIVE DISPLACEMENT IN STRUCTURAL COORDINATES*

0,0'O 3 3 SUPPORT OR EQUIPMENT VERT. RX,10 Ry.10 RY,10 0, 00/ 0. doo ~ 2< .

Suan r -

sloops

Zero displacement 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 the structural coordinates as indicated.

+Relative displacements as shown above are small (',ess than 1/16"), therefore, anchor displacements due to earthquake are included in the analysis.

SDTAR-80-05-05

1.4 Static Displacements The displacements 'of anchors due to thermal expansion and other static conditions are summarized iri, Table 1.4-1.

S DTAR-80-05-05 V

.TABLE 1'.4-l: STATIC DISPLACEMENTS SYSTEM: z /Z> < WEsT PREPARED BY aMo

-s'ECTION:

CHECKED BY:

REFERENCE(S): C81 cH ZZ ye ~ 7P (31- cio-zu.>s/ <~wc. ~>6 Compt. Therm. Thermal Growth

'quipment Descri pti on Node Mode DX DY DZ no. no. in in ln 5/o z '. w4/ -o.&8 9 -o. zr8-Thermal Mode I:

Thermal Mode II:

Thermal Mode III:

Thermal Mode IY:

..8$ X S DTAR-80-05-05

2.0 ANALYSIS .

2.1 Pi ping 2.1.1 Basic Stress Criteria ~

According to criteria established for this project, piping included in this scope is to satisfy the requirements of equations ll, 12 and either 13 or 14 of ANSI B3l.lb-1973, "Summer Addenda" to Power'.Piping ANSI 831.1-1973. These equations govern allowable moments due to sustained loads

- (deadweight), occasional loads {seismic), and thermal expansion loads, respectively. Relative seismic anchor displacement effects must be included'.in equations 12, 13 or 14.

Poo0 75 1 MA B31.1-11 z

n PD 0.75 i MA 0.75 i MB

+ + B31.1-12 z z.

n i M B31.1-13 Z A PDo 0 75 i MA i Mc 831.1-14 Z Z h A n

M A

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

M 8

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

M c

= range of resultant moments due to the thermal expansion, in - lb.

P = internal design pressure, psig SOTAR-80-05-05

h D

0

= outside diameter:of pipe, in.

tn'ominal wall thickness of component, in, stress intensification factor* from appendix D, B31.16 - 1973 0.75 i > 1.0 Z = section modulus, in's 3

described in B31.16 - 1973, 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 lA 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 g4~~are implemented by the computer program WESTDYN, which determines loads and displacements at all chosen cross< sections, associated stress levels as defined by equations 11,'2 and 13, and reactions at all support and equipment connections. MESTDYN 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'ast (clockwise) of north. The SDTAR-80-05-05

piping geometry is thus specified in a coordinate system

'\

whose axes are parallel to the response spectra axes used by GAI for the 'containoient and interior structure. The third coordinate system is local and is described when used in this documentation. ~,

'.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 L 0.01 S A Y

(2) bending moment 4 0.1 SYZ (3) torsional moment L 0.2 SYZ (4) shear force < 0.01 SYA where S Y

= yield stress of nozzle at operating temperature from ASNE 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 operating thermal b) Oesign condition OBE earthquake plus maximum operating thermal plus deadweight S DTAR-80-05-05 10

2.3 Valve Load Evaluation Valves are classified as either active or inactive. Operation of an active valve is required for a cold shutdown. All other valves are calssified as inactive;q For 'inactive valves, it is necessary to assure that the pipe valve,inferface meets the criteria for piping stresses. The valve load criteria discussed below apply only to active valves.

VALVE TYPE STRESS LIMITS ON VALVE ENDS Swing Check 0 max S Y

~bending '

0 torsion <0.50.5 S SY Safety, open %ax. ' ..

Safety, closed refer to vendor's specifications Other ~max '" Y

~bendin '

+torsion 0.50 S 0

max

= maximum principal stress

= - 2 2 2 0.5 (H + S + (H S ) + 4 S ) S 0-bbending di

= maximum fiber stress due to bending

= Mb/Z 0-ttension i

= maximum fiber stress due to torsion

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

S Y

= yield stress at design. temperature for ASNE SA-376, type 316 for stainless steel valves and ASIDE SA-106 grade B for carbon steel valves.

'a Z = section modulus of piping Mb

= resultant bending moment '

t = torsional moment H = P o t,ro 2

+ r.i 2 )/{ro 2 - r. 2 )], poop stress P = operating pressure 0

0

= pipe outside radius r.,1 = pipe inside radius L = P 0

Lr.1 /{r-0 -.' r. )], longitudinal pressure stress F =. Fx/A

'X

= axial load B =M/Z S

0

= F+B+L r

S torsion V = 2FS/A FS

= shear force SDTAR-80-05-05 l2

Active valves may bechecked for compliance with these criteria by manual calculhtion using loads from the piping analysis or automatically by using program VAlVE. This program is linked to the piping anlaysis output file from which it obtains all necessary load data for each valve.

SDTAR-80-05-05 13

Results of Stress Anal sis and Load Evaluations Stresses are satisfactory for all the loading conditions in the as-built system, however, valve 700.- does not satisfy the valve criteria. By removing the variable spring'anger RH-ll, the maximum principal stress at the end of valve 700 is reducecl significantly, while the stresses in the piping system still satisfy equations 1.1, 12, 13 or 14. RH-10 preloaded.

SDTAR-80-05-05 14

SUPPORT DESCRIPTIC,'i A"D LOAD S'"i'>'RY SYSTEH: PEST ause +rrs 7- Prwogra,~ PPEPARED BY: C'. ~>C SECTION: CHECKED BY:

. SUPPORT-DESCRIPTION LINE OF ACTION STIFFNESS ( ~/P'S bid )

Axial, Horizontal Transverse, Horizontal, Vertical Other (Specify)

Jt ~EX 61~/ i' 5 +tv '~ r )c 7/v'F/. ~'<. fic~ ~gg g/gQ g+g LOAOS (kips, in-kips)

FX cY I FZ NX HY I NZ ANALYSI S/tl0" E I

Deadv ei ght 2.22 t-///9 )// 2+ .29771 Is'7 7Z y6'c'~Qwz uuc I

SeisrtIic, OBE +/, gp ~4<> -"I~P.9 r Z+

Thermal I +7 o./3 I'74 Thermal I I 8.2/ 9~.K'//7,/t'eismic, Thermal III SSE -'>"-'n "F 3<l=g-'iy/.g THER,'ML I: s '-r. l-i<" <P'=<~:~'~~

THERMA'L I I:

THEVmL III:

SDTAR-80-05-05 15 RM-9

SUPPOR D S'IPTIOsl hssD L DAD SL~l-'Y SYSTEM: Res/auzc. ~~ra r pz~~c ac. PPEPARED BY: Q. n 'C~

SECTION: zo og g~o CHECKED BY: JCQ C '> ~ yo

" SUPPORT: 9- 9 C'c W r =so CC'HDS'ESCRIPTION LINE OF ACTION . STIFFNESS (+/l +//~ ~

Axial, Horizontal Transverse, Hori zontal

~ . Vertical Other (Specify) 0,'r r"P/'-: IR s AAWc.P 857 'KaQ ~g7rrr rg g ~ryan ~gg

.LOADS (kips, in-kips) (cc err@. eoozaiirrr z re= sr~ri"~ .

FX FY FZ MX MY I MZ ANALYSI S/NODE Deadweight' 0. /g o./6 /~.77 ~+88lil8 24'sJ Seismic. OBE j,g ~Z /

Thermal I P9. o rsvp Q5i /8 Thermal II 47+, d Thermal III Ev-C iuag Seismic, SSE f.8 7 THERMAL I: /k/'"> ~g-q<g gP~P'rjck/

THERMAL II: ~nsz os THERMAL III: gya(wZg7/c~ 2ooy + sos

~~v>O('s rCri~ >~~~

r w/~~~iom 4~. <<~'cwE SDTAR-80-05-05 16 r ~Arirr Q VO VfÃiVCE RH-9 C OHCV ~As S'W'7ro~ 2~

SUPPORT DESCCIPTIOi A'iD LgnD SU. r" PY s

SYSTEM: R~Si "c ~~ airer rs~uv~~ PREPARED BY: c~'Cv SECTION: CHECNED BY:

SUPPORT: A'h'-ZO DESCRIPTIOH I

LINE OF ACTION STIFFNESS ('<rr'S/<rr' Axial, Horizontal Transverse, Horizon al Vertical Other (Specify)

PE=SF i Z~~ a: l SZS g-ip' LOADS (kips, in-kips)

FX FY [ n yX MY i NZ ANALYSIS/HOD Dead~eight -/ 93 6'CnJC5M Woo Seisriic. OBE

~o.r+

Thermal I ~ -O.dc7 Thermal II -c7. 9/

Thermal II I Sei smi c, SSE THERMAL I: n'.i mn~ OP=-ar.-;i=el Indicate north THER~NL I I: ~ . -s o.

THERI"AL I I I:

C "9

SDTAR-BII-05-05 17

SUPPORT D".SCRIP IGli AND LOAD S""'RY SYSTEM-

'ECTION:

SUPPORT:

RFS/&4k? C.

)8>-/2

+/F87 // WO/tAL- PREPARED BY:

CHECKED BY. .f C'. n 'C>>

./ < <i'~

DESCRIPTION LINE OF ACTION STIFFr, ESS ( K/,"'5/ /rz )

Axial, Horizontal 58z Transverse,'Horizontal Vertical Other (Specify)

C CiCD C~wP ~ /J.".z s"c~i T~ / 4 ~ /~X C

LOABB (k i ps, i n-k i ps)

FX FY l FZ MX MY 1 MZ AHALYSI S/NODE Deadweight 0 dZ 87 )'/4~A W~ ~Wo Seismic s OB< ~ g~5>

Thermal I 7.+4 Thermal II c'.og Thermal III Sei smi c,, SSE ZG.so I

THERMAL I: rt 'i'"~:<s'- Cl~ZW/i7 Cn/

Indicate north THERYJlL II: o~ c~ caen 29' THERtNL III:

SDTAR-80-05-05 18

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Lb420, 49.! CR 49C7, 5>03 '7b'>>'- 16<20 ~ 498/, 5>0'h ~ l b<20'>> CR ~ 570 'C/ 5~y3. LOHZQ ~ E l 491 494 'I ~ 5>0'7b>> "16420>> t'. L 49C/, ~ -L b<ZV'>>'>19>> $00 4927>> 392>> 5>19>> lbH20. 51> C4 49C I. 320 ~ 54bq,= '92>> lb420>> b9C7 ~ 32b ~ QCbq ~ )b42u, 49C/ ~ 5L91>> Lb420 ~ CR 49C/ ~ Zo4, 5191, lb"20 g9C I, ZCb ~ 5lb4, 'b~20 ~ 49C I. 2Cb>> 5154 Lb420 ~ z9c I ~ 195. 51CL ~ Lb420 ~ 193, 5LZL, 16420 ~ g5,i 49K I ~ 55/ ~ QCUff ~ Lb'i20>> t!EAC'"EkiidT YblN654 6/27/80 WKSTQYN A/ IuN 1] S i Hh,S< A""I YSIS Pt.g ghSI 55] 1 c>>iJUh I HNUUliH TH< SUNNIER 197> APptVOA (NHS PIPING) aii STH~bSKS LN PSI NON-~uCLE,A" SAFE, T Y ('.-'8) N~JvE ~tQHOt,g E.CPC!A f IO~e PTCESS~~KC 8EHQlNG TO l.AL ALLulcABLh, uVE,RSTHLSS C/l PN' 1YP~ l'VC'OE V STRESS 6T~E,HS ST~ASS ST]cCSb CD KI l CO 9UZ ~ ]05 ~ ]v07 ~ lbM20 ~ I CD 56s 9!C4 ~ 1I]e ]v73, ]6%20 ~ l CD 9>> 17]>> 1+73 ~ )6420 5 / r* 9~c! ~ 2ll ~ l?73>> 'e<20 ~ 57V 9vd, vQ2 16420, 9'.d>> 902, ]6820 ~ CJ7 rw 9VZ>> 271>> 1?73>> lb%20.. 60v 9"8>> 3d]>> lb<i?0>> 60v 9Ud ~ -3R] e ]C:db ~ 16420 bl 9ic!>> 4)0 ~ ]>82 ~ 'b<20 ~ 492 I. ~ ]655. 6>02>> loff20>> oC>> 49K I ~ 1267>> 6195, ]642Q ~ 494 I ~ 12a7 ~ 6195 ~ loH20 ~ 49C I >> 6~90, 46~2v ~ <<9iI >> 1465 6>90 16'e2v ~ q9<I'e '+0 '474 ~ 1 ~ ]o'>>20 EL CC9c I~ 1414 ~ 6<<V], 'o'02V, Z Vc. I. 155k, 1oc OEAU~E.IbhT yet'Nt'52 oz27/8O .tt KS T QY N E.,uhfluq 'THE,sb -'.".ALYSls PER vbl d5! I uuh ]hHLIUGh Thb Sujet i97S AoutNOA 1NNS PLPING) 11 A .1 ALL SIH~bStS It'SI ER tet>;q .~u-}.E,A R SAFE 1 Y ("">>8) Pi" I:>>" . nlrb)i) E, qggUI;g P IgVPT got'I PRESSyah uL~OI 'fu.f AL P L,l.ywABl.E, OVKRSfRhSS PGI'4T T 't'Pi hgER STIES> ~t'Twf.SS STRESS STSESa Vl ID I ob0 LI92 1 ~ 1853 6(ul, 10420 00 ED I ID CR tI9CT, '122. 6VSO, '6420e I CD oov 4927e 1122e 6vbo, L6420e II927 I S?47e 10420 070 tI927 e. 220 5?47e 16420, II927 e '04e $ 292e 10420 352e 4>19e '16420 ~ oped II)P 1 387 40l4 ~ 10420 ~ le 4S74, 10<20 '87 tt 1 0 ~ ~ 7itQ tt 1 o l. 589. t f76, lo42V, YbL NU5< bxa7ieo 'wastovN N JHil~ < 'l QgA 't [N4 l OVh THHDUGH t H4 SUNNIER 1975 ADOLNDA (NNS Pt LNQ) F-" ."~ [VN 13 9 f Rt.SS A"'AL.YS[S Ptk ANS[ b$ 1 ~ 1 AL.I. STH489t.S. LN "SL iiQ'/ '"UC?,E.Dr'APLT V ('"IIS) Pl~[i>> rj Jgp eE M~h R EuuAT [UI"~ PRLSSVNE UE,NDINt jul AL, ALI.DWABLK QVLR9TRLSS STagSb STNKSV ST~LSS STkKS> PUl trpb Nu"8ER I/I CJ 2KI -'I: 8587 ~ 8>57, Bbd05 ~ I GR CQ lD 7182 ~ 26do5 ~ ~ 1.182.'182 Vl 86805g I e. 715$ , tD Vl 51'2. 4b58, dbdOS> 13 .4658-o.-'. .4bb8 ~ ',.--- .'qgb8;. 26405 ~ CR 43 13 $ 7$ 8 ~ -- 3(38, i!b C'O5 ~ 13 3730 e 3I38 ~ 'edO5.; 55.i 3>27, 26405< 54;. 5327'3i!7 ~ 3><7 ~ 264oS. 13 5226 fbi!05. 55-. '226 ~ 2bdo5. 5412 5412 4bdo5. Sb: l3 '619s 6>19 2bc'o5 ~ o555 ~ '~03 ~ 26205. J5 5352, S~bd. COCV~e l5 J5 4dl4. 4014 g 1? 4vl4. 'b14e db4o5. l3 5855o 3b>5e 46205 ~ 5 'J >bi,g('52 b/27/BQ HESTQIyH r>UHh>(, UPLHAI]XI A<'ALYSCS P<H A~S1 b>] .1 ( UVh, f MHUUCM TMt'UFI'IKR ]97) ADVS NPA (HIS t LPtNG) c 4UA I IU < 13 b I'HFSS I SIRE SEES JH PSJ <Ulq NUI.'LE,AR SAFE fY ('"<" S) Pl" CN~ tll PRE,SSc HE, tjgNDJQQ = 'fQI Al A<I.UiiAB].h, OVKRStRKSS qQpc gpgbVH STHh.SO I'yPC. VOUATyuI'~QPQP S THESE S]MESS STI E.SS PUCNT R I CQ CD I 3833 ~ 3<33 ~ 4b405. CD 390 CII I CD 34bbe 34be, Bb405o 400 4505. 45V5, Bo205, 400 GR CI2] 7 ~ 4L]7 ~ 2b405 ~ 4]O 13 3444, dedo5, J 3100m 3]Vb, 4b405. , 420 r- ]'3 $ 799 ~ 3(99, .'Cb405> 2kcI5 ~ .-2b405I E,L L3 l952 ~ ]"02 ~ 2bc'05 430 ]ebhe ]0/3 ~ 'b205 ~ ]ebs 1>"3 ~ c'.b 405. ]3 It47] o 4 I7] ~ db405e 447]. 4<>7] ~ 4bdob, CR 445]. db405 ~ 55 I) b ~ 5305 4b40'bs t.L 7272. '472, 8040'040bo ]3 7b95. 7cI95 ~ 4 b'r C< 47:: /7dbo 7ldv, Cb405 f el NGbC el 27(80 ~ TOWN ~ 'j, HA ] ee~> 1 l THHUUGH THc SUMMER 1973 APUS.NQA (NNS PlPlNG) 'k

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Cbd(5i l'3 0922o b+Ca. dbdv5e ice c8vo, oogv ~ dbCVb. o800 ~ opvv, Co2ob. ob9o. o09p~ c'.bCVb ~ oe9o ~ O09o c!oCO5, ab5o ~ e05D ~ CoCVb, oo5o o>So c! ocV b ~ l5 ~ ~ obd5 ~ ooa5, cbcv5. o5v3, e~o5, CoCO5 ~ oeeva, o4v5, dbCVb. l3 T 6( t GSP. 6/47/80 N JRigA(..~EH a j4< 1 r t H< SUN~K B 19 I> DVkNDA ( 8 P 1 lNG) t 3 8 i E,' <!'ALYS~S pgK 4;<g I g> 1 ~ I Uut, 1HHUVGH c c(.L STW(,SSkS IN PSI >>Utc '<Lac i~fc: 1 s (;,> 8) Pgt,SS~<C bENDL i~(' TUE AL, ALL~>>BL.k uvERS (VcE,SS <<>>JI) j. kc EU~AT tijou~ C/l I,Ui OER STRESS t KE'SS STKE.SS C) PaI I STRESS'a4$ I ] cl81 ~ 5 ~ CD g5 ~, ~ f~c'<<<<J I CD 639v. 3>90. 264v5 ~ I CD yb'5 >390g 3~90. 46405 o! l5 4443 ~ 3425. '6405 ~ 0 ~ 464pS ~ $ 7<<> 46405. o5'Ik>>oi 44clh. 344 jj ~ db40$ ~ 57 <<; 3444 ~ 3444 4e405. IC <<J 5444 ~ 3444 ~ 4@405. 60() P IU 4541 3~~le 4o405 ~ '1995 ~ 11~95. 46405, ol r 66~6 ~ bo86, 4ecps. D2v o656 ~ boab, 8a405 ~ oZ ~: o768 ~ 6I68 ~ 46405 ~ o 5'.; o7oi, 0 I 68 ~ cac'05 ~ c!17c! ~ 6 I7 4, I<< ( 6484 8444 ~ 4 64(ib. o4 ~ 3 '774. 5/74, 4640'5 ~ '<<di<<~in ~ rr'Q~g 1 1 (c(~ tot hb5d 6/27/8V wESTQYN < "> 'i'~<< ly btOES~ nccnLYSlS pkH AC~SI O>lI 1 !-ubk IHHUUGH fH< SUBPAR 19/p ADDENDA (NNS PLPCNG) AL.L S 1 h<SSKS LN ~SI itic; '<<Ui.gt;i "! j i V ( -'<<S) j'g~ 1 ">> STOICS> <<CJ' t.i Q +l o 4g k ~!-'n T I!.i"c P i.t;8 SU Ri Ut t<<DING TO i in t. ALLuwagiE uVERSJRESS CO CX F'l T'f PF >:v!"ekR StwgSS b I hE.SS ST"LSS Kr I CO CD 13 472v ~ O(2o, db205, I CD I ob 5395 ~ 3>95 26<05 ~ CD l0 13 4418+ 2bdu5, o7" laS25. 12~25 ~ 462g5 ~ p7; 98oo, 9ooo ~ c'.o205 ~ 11245m 11<45 ~ 262QS ~- ob 1 y2'5o ~ lV2bo, .2od05. lvbo~e lvob5. 26205, 10665 lQpo5 ~ 26C05, '2991< li!~91 ~ 26205, Y bVN &SR 4/d? l8V NIr 8T DYN LiiSS UF L.DAO I Ar~P I, YSIS PkII hSI d$ 1 ~ 1 tour. I V~uut3V t~~ Su~HER 197$ ADDLNDA (NNS PLPlNG) j QUA I lQN 13 bT RySb P ALI- bTNC,Sbt,S lN I'Sl l NPN Nul;L.EAR SAFETY <.".~ b3 PII'IN~ dE,I<V IN4 IVI AI. Apl.UHABI.L uvE.HSIHtSS NUDE HP ydtR Euua T lu PpgSSUHP. bT~ESS bT~ESS STAGS> Nur dER STggbb Vl PulNt TYPk C7 XI ~lge 9ld4e db405. I 300 13 CO C) 2O405e l 13 159~e ?~9a. C) 310 CJl 1 C) I59Re 4Oc! 05e Ul 48$ 7 ~ 4057 ~ Rol05 ~ 4837 4o37e db405. $ 20 l3 J '54?, 304/ ~ 8 o405.' 13 5842 ~ 3O4P. e Co~05 ~- 330 $ 4SQ ~ 3<50 dod05e 13 $ 450. '~50, aokQSe 34Q 13 ooo5. 5+o8 c!od05 ~ 350 ~ gR l3 ~ boode BolQSe 35o 33 bc l5. 5"?5e 4ado5e 3oo CR 13 I lao. lido, eoe05. 3oo I lo4 ~ ? lo4, doZQS ~ Slo kL >db? e go/? ~ goto& ~ 33 $ Iv 5~so, dodos. 52Sb ~ doCQ5e 350 4la7 ~ 4 l O? ~ c.'o405q $ 90 lS Ya1NG52 a/27,/60 w STPYH Li)SS UF LUau SU'ER 1975 Appt BOA (N S Pl 1NG) k!<by uSl ~ 1 Luur. 1HHUUGH 1Hr KQUAllVH 13 SIRESb A~ALYb)S Pgk ALL b1HC Sbt:S 1N SI 1 l HON~iC UCL(AR Saf STY ('"'<S) P jPTN'~ TUIAL ALgugASLE OvE,HST Hh SS FuUATloN PHESSuNK, ag.np LNG !~UOE pariah R blHPSS ST~ASS STREE> ~u~" HtR S1RP.Sb V) Pol!~r TYP< CD 41a7 4le7 26~05. XI I 590 l3 ~ ~ CIO CD ! 5769 ~ 3Ie9~ BOC05> CD 400 CR 13 I 4099 2acl05 ~ CD 400 CR 4899'590 '390~ 26405 410 13 l3 '551 o 30k) ~ 'ac'05, 410 >3aee 3056 ~ cte<05e 420 13 l3 4141 4141, 26405 ' 420 '608 ~ 2av5 ~ 26405.- t-'132 I 2l42, 2(i <0'b ~ l 7c'.5, . 1 I 28, 178a 1/c!8, 26cl05e 440 13 47da, 4 I ae. c!ec'0%a CR c!7 ah ~ 4Ibe. cled 05 ~ 4797. 4I97, c! eel 05 ~ CR bbv5 ba9S ~ c! ac'-0'b. 451 IHv3. 7<05~ c'.aC05+ 4 a!r a2b7, Sc'-57 ~ c" acl05 ~ 4am a2a5 ~ peag, daCQbt i!C L,USS r ~ciao re(;NC58 erkriu0 ~FSTQYN LV 'y 'l~PSb A".!ALyS1S Pgh Ah/i hl. l ALL S 1 L Dh JHRU"GH TH hkS85 S 1H PS? SUN'S R 191S ADO'OA (NNS PlPLNG) NON NUl;Lk.a;<Fh. TY ("'S) PI" l~" HOOD vE,v>tH F9~A T Iu>~ Pgt. SSUi f. b4wlp rut AL. AQQUHABL,F UVR,HStkhSS PU1.". I YP< t'U~<UER Sy ><y S6 J,Nt'r~ESS'373, S$ HP SQ STHcse CA TD R7 I Q7 r. e>73~ ze405, (Q CD I CD c5ev, e>eOs c'e40'5 ~ I CD 4eg CR 13 e5oO ~ eveo Be405. Q9( l3 '/27e 747<. Be405, 127e ~ 747e, i? ed 05, 1250, 7 c'50, 4o405 ~ 5944 ~ Q'944 ~ .dec!05, bO Vv3o> 9~3e. -de405. I'G;. l354. 7454, 4e405, '1 211 ~ 7411. de405 ~ bl. l211 e 7411. 4e405g b2 70e7 ~ 7'~e7 ~ 4or05. Cic fpd7. 7 "<1 s doc'.0 5, i'5 /@lb ~ 7<15, 404gb, l gib ~ 7 ~lb. Zodob, c 95v. D~bp ~ Bo40b ~ c 9bv. o'lb 0, 2o405, ~i 719 ~ el 19, c! @40' for NG54 o/87./v0 lcESTOyH LUSS ~r ~eau ADDE NDA (HNS PIPING) E' IurI 13 Ar~ALy515 pt.k Ari> 1 a> 1 ~ 1 I UOE. lHNUVGH i hlr- SUrl~ER 197> ALL biHr-sSh,S I> PSj r NaN-4ULLEAI'>FEly ( I') qE,SSU~E. I ts E. IVD VG TUI AL ALL0<ABlh UVKHStHESS NUDE ggtrPE< EQ".ATT0<< l tcUrIUER STrcj Sb STRESS STrcESS 5TH',SS CA 8 Ul.'- < f YPL. Cl 2~ XI I 13 1972 1v72>> CO lD 2o405. I 5o:. '552>> S~S2, ED I C) l3 3552>> 3a52, 2e205. I> 3>a3>> 2e405>> b7;: s 13 0 ~ 2e405. J 0, 2e205>> 3'ba3>> 3 ~ 2b'405 ----- 4 J7q 13 >ev4, 3)04 ~ 4o405 ~ boy4, 3"0 rl ~ 2e405>> avr sea4. 2o205 ~ 14552 ~ 12>42, 2o405 ~ 13 o997. o997 ~ 4o405. a997, o~97. luau, 7 (a5 ~ 4o405, g3 ~ l5 Ivan. 7~ah, Zo40b>> I 090 7'~90 ~ 2o205 ~ dnl'2>> t>o72, c.'a405 ~ ol2b, ol45 ~ 40405 LJSS UF LUAO Tb4NG52 b/27/80 wKSTOYN r KvUA f EUN 13 S<HESb A>ALYSlS Pt-H g481 >51 ~ 1 t,UVt fH~UUGH f8< SUNMEH l97> ADDS>OA (N(vS PIPED!G) ALL 578<SShS EN f'SI NUN-'~CLEaH S~FKtV (. 'S) f'EPEhb f<UOE t1$.M~c. R PQUATEU PvCSSVHK. dh,~pl Nf fbi'l, ALLU~ABLE OVVHSIHLSS g PUlNT 7>f'< RU~~BfR ST~~Sb btNEbS ST~ASS STRf:$ S I C) I o>6 l3 'hOV8 20 i! 05, CO 0 p'1 13 0707+ 2a405 ~ 1819 ~ 26i'.05 b7 ~ 1450bg 'b40$ e g70 13 10359 2b405o J l3 '1524 ~ Zb20$ ~ o50 l (I 705. ..2e405 ~ 07 b 9.) 11210e 1lC10 ~ . 2o405. b90 l3 llZ10 ~ liC10, 4b20S 13 1C695, 12~95, 2OC05. sb]r 652 a/27/))0 sFSTPYN Si1 S" c;". (08 < ) >>1 ~ l gUgg T HgUgog ] Hr. SuNNLH 19') 5 "D~]-"<0A p,L]. 6]ceo,sbt,S lN f'SI 'iUT.Lh.-'VU 5ayg T y ('-"3) >1" c<<" f-,(ca a T 1 U ~ pjcfSQvHf'- dt.i491H4 T0] A]. gg].Usable.k OvtRSf!ctSS ~ ! iUI'1()c Q ST~> Si S] Ht.SS ST!ch SS ST~ Vl v'Jc. C7 R7 I CO 'D -']; cf cc 9i'. I, a9ab ~ ] 1 cia 19)0cT . I ca @921 ~ ~8]v ~ ]0/57, 19/00 ~ i $ 98), 'bb 1 o. 10/57 ~ 19 I VA ~ lC c]98 /~ S9ba. gaa3, 19)v~ ~ 494'I ~ 69ba, pat]3 ~ 19/pc] ~ 3c. c g9d/ 55a1. d>09 19/Qc] y 55". C]i 12 ~ q927e 45a 1 o .19 / vc] 55:. '>0'van, /c9C ) ~ 5761. ]9/pu ~ c49c.'7 ~ 37al. boVQ ~ ]9)QQ ~ C<< 49c / ~ >591 ~ ]Oa]b. 19/04 ~ c;9C/. >59], 1 u> 1 t]. ]9/04. pit <2 ccVC I~ b7>3. lpaaV. ]9/occ ~ 5a". <C ci9c'I, 5753, ] voav ~ ]9/0~. ci9C / ~ 49/9 ~ 9.i v7, ]9/ vci ~ uYC/ ~ w9/9 ~ 9'~v 7 ~ ]9/04'9tv4 c;icd/ r u]sa ~ 9xv2 ~ ~ q'AC / ~ u] /W. 9]v2. ] '9 /oc] ~ i,9C/ ~ >]VC, Bc]9, ]9/vQ ~ ES<ic ~ To4Nbb2 o/2'II@0 w ST1)VN kgS< A)AL'fS 1 S r)~K Al)S 1 O4 1, 1 ~01st. I HKUUGH I H4 SUHHKB 19 I > AOll~t f)A (<<<<b PL PL t46 ) I AL,I. 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c n i N

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SDTAR-80-05-05 Agp](i ]VKNI (;AhP lU1AI. uppATE ] 3<<498 F 7'o/27 l 8V 17.53 ~ 45. L.;) s UF GUN> "u(,g AC I ] VI. p AHb/(lR ]ilgwu I I > h. CARES fN RGRHR2<<SK RGRHR?"SE.('GRHRZ 4]o op 0 ~ vb65 HGRHR2>>BE 43 USE] ff C~O 4]V ] o3(ip kGRHk2<<SK 44 RGRHR2<<SE SI.I']0il 4 1 I) 43V HGRHR2<<SK 45 RQRHR2 SEC fflv 4?V << ~ VVV4 2p VVVQ HGRHk2<<SE 46 RQRHR?<<SEE! ff~o 430 15 F 000 HGRHR2<<SE, 47 RQRHR2<<SEl 430 0,0000 <<] ~ 25V OgVQQQ HGHHRQaSg 48 RGRHR2 SE6~;I.LUN 4~0 44V RGRHk2SK 49 RGRHR2 SE" ff Po 44li o,0<op <<l,bib Vioouo HGRHH2<<SK 50 RGRHR2<<SES.;,T]v> ffffv 45ii RGRHR2~SK. 5] RGRHR?<<SKC" ff4V 45'0 0 ~ vuov Q,B54 VaVOOO RGRNH2<<SK 5g RGRHR2<<SKSi, I ]u,u 48V RGRHH2<< SL 53 RQRHR2<<SECV 4/0 451 0.VP00 <<],2'bv O.0000 RGRHH2~SK 54 RGRHR?-SE~'QRHR2 46V 14,9VO RGRHR2<<SK 55 ~ SEC~ ff00 47V "].4996 auv92 RGRHR2<<SK 56 RGRHR?<<SE]l 400 47V ].40u RGRHR2<<SK S7 RGRHRZ<<SKC)'QRHR?<<SES>.r]uq 48V <<].QB]b yovb2 RGRHR2<<bg SS 40V 49V HGRHR2<<SK 59 RGRHR?>>SKC'GRHR2<<SK ffbv 49V 2.V?94 ~ 'V]24 RGRHRgeSE 60 S) .. r ] u;i ff 'y v 5]V HGRHH2<<SK 6] RGRHR2<<SECr 4~V .].2~2] IQQVO RGRHk?<<SK 62 RGRHR2<<SEE. 5oo 14,900 HGRHH2<<SK 63 RGRHR2<<SEC>> OMV 5]V .o]31 1~0346 kGRHH2<<SK 44 RGRHR?<<SESE< T ] u!q bio 53V HGRHR2<<SE 65 RQRHRZ<<SEC> hip 52V ~ ov?8 e >BC6 HGRHR2<<Sg, 64 RQRHR? bio. 53v .Vpab ~ ZSQ] kGRHRgaSK 67 SES] SEC'GRHR? r}urq 57v HGkHR2<<SK 48 5>p 5uu ~ VV?b .25ul RGRHH2<<SK 69 RGRHR2<<SEC'QRHR?<<SE Si '-i ]2 5hv $ 40 /87ef<<rp ~ ]Vous.tu] ] ~ 5BPK Vb HGRHk2<<SE 70 RGRHR2 SEC. 59o 55v .Q]42 HGRHH2csSh, 7] RGRHR?<<SEvs 56V .Ov?2 ..4949 ]3,2bo 3.2]8 98.346 HGRHR2seSK 72 RGRHR?<<SKC'fy() RGRHR2<<SE:i.; yg,l.vg Vku4ffA'i PAGES y4LyE NUHBER 7]V k(gkHR?oSK 73 RGRHR2 SK '. B<<4N78Fi'upt.S vul.pa<: .u K-l4db) 5 wEv< kGRHH2<<SK 74 RGRHR2<<SEvi bbu 57V ~ 0458 . I orb 13,25v 3,218 '98,346 R(iRHH2<<SK 75 RGRNR?<<SESi.i]u.~ >IV 59') kGRHk2<<SL 76 RGRHR2 SEii. -)y. IQH P)u 59V <<~3 ffl ci, 2'-'d eovdl 13~2'bv ].QVQE 03 RGHHR2<<SE 77 RGRHRZ<<SE,Si,'.t]u'i >IV eov RGRHR2<<SE 78 RGRHR2<<SEvi= yg SE-( r]u-;, 0)0 ou V evv V li?ff ~ 2765 ]3,?bo 3 ']B 'V8,346 R(ikHk2<<SE HGkHH2<<SE 79 80 RQRHRZ bev RGRHR2<<SEe> v~> o b]v pu57 ,r 184V 13,25v 3e2]8 98,S46 HGHHR?<<BK 8] RGRHR2<<SEC 1],539 kGRHtc2<<SE 8 i? RGRHR?"SE(.:. b?V ~ 0" <) 7 ~ uo't9 NGHHk2<<SE 83 b3lI ~ VL,'24 ~ SVPb NGknk2<<4h, 84 UNLABELED JLDf'L SDTAR-80-05-05 HASTf' AUf) I Ti I "E> l 78 CA "0 > "L uf'DaTE 1,3~498q77 ~ 06/27/8 17 % LIST uF Cu~r uL. AC f I V~~ af 0/UR I ~AG T I >96 1 HGRHR2~SE eb RGRHR2"SEEL VIV 6SV lsd 000 354 0 OPVO XGRHH2oSE 87 RGRHR2~SECR 0>o 660 0 F 0000 5 ~ kGRHR2+SE 88 RGRHR2~SESECTIU'i OO0 69V RGXHH2SE 89 OOV 670 0 0000 3,39o veooyo RGRHR2 SEGR ~ HGRHR2~SE 90 RGRHR2>SEI T OOV b70 le >00 XGRHR? SE 9l Oro 0,0000 .614 Ve0000 RGRHR2~8f:GR RGRHH2~SECH 68C'90 10.750o l. 12SV 12 'bo kGRlik2egE RGRHH2e OE 92 9$ OOV 0 0>>00 190 V S >>000 RGRHR2 ~ SECR ~ ~ XGHHk2~SE 94 RGRHR2 SESECT ION o90 9101 kGRHR2SE 95 OV0 700 0.0>>00 6bf 0.00vo RGRHR2~SE,CR ~ 21050 kGRHH2eSE 96 RGRHR2~SECH 2>F300 Pi 10 kGRHR2 Sg, 97 RGRHR2~SEHA 12 2.68o 1642"e 1 98 RGRHR2 SECH !vv Plol Q F 0000 1 '17 OsOOVQ kGRHX2eSE JOlt HS V,V loy75 11125 JUINHS RGRMR2"SESR I'~0 910l g,n 1 ~ 417
SUMMARY

uF UPDATE. IOENTIFIERS>>ITHIN DECK ~ kGRHHi:~St. IOENTIFIEX TUTAL ACT I~L RGRHR? SE, JOINTS LIS'I uF Gut,'f'<LE AC f IVt g AND/OR Ii4ACTIVE CAHD+ IN XGXHR2lgDK kGRHR2-~f.'GHHR2eOK RGRHR2 OK*DE.CK XGknk2 MK RGRHR2 OK~CALL RGRHR2 l p RGRHR2~OK4CALL RGRHX2"<<V RGRHR2-OK*CALL RURHR2~DK RGHHk2~UK RGHHk2 DK XGBHX2~DK 1 2 4 5 RGRHR2~OKEt<O XGXHK2aDK 6 RGRHR2 OK<<f;Uk SURTAX Y Ut't UAT4 IDf.VTIF I<MS iilT HI<~ DECK XbXHXC~UA IDEiw'f lF I gli TUf AL ACTI >t-' kGRHX2~0t(
REFERFfICES

1. Piping IsM:etric C-301-354-1, Pevision D, Gilbert Associates, Inc.,

October 8, 1979.

2. F3ow DIagram 33013-436, Pevision E, Rochester Gas and Electric Corporaticn, 's nua.y 4, 1900.

3. Egu~i)rr..)it~Sio~ll".:".'pic;r>, 601, Revision ufo. 2 to E-Spec. G569866 k'estingf7ouse f'.i<.~:t7'ic l.orporation, Atomic Power Division, April 29, 1966.

4. Residual ffeat P~oioval System Anal sis Desi n Conditions, R. E, Gin>>a hucfear Pciier Plant, October, 1979.

S. Reactor "uildino Seismic Analysis Pesronse Spectra, Ginna'Station So>smic Upsy'd(l".ng Program, Gilbert associates, inc., December 21, 'I979.

6. Orthographic Piping Drawi'ng D-304-611, Revision VII, Gilber Associates, Inc.

7. Orthographic Piping Drawing D-304-612, Revision IV, Gilbert Associates, Inc.

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ML17250A586

Text

1.2 Specifications

SUMMARY

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