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 3.2 3.3 Support Description and Load Summary 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 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 Al1owabl 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:

Normal RVO Loss of Load Fluid Line 1

2 1

2 1

2 Temp, 'F 612.2 120/70 612.2 612.2 643 120

Press, Psig 2235 150 2235 600 2628 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. raA'ural/el~~

Pzn/7

/Wa 47'/dP S NUCWPZ zzod'-9 SDTAR-80-05-03

The response spectra for these points and the response

'pectra 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 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.

NORTH Y (STRUCTURAL)

///I////

~

/

X (PIPING) 290 X (STRUCTURAL)

Z (PIPING)

FIGURE A.2-2:

COORDINATE SYSTEHS h.

J SDTAR-80-05-03

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:

SUPPORT OR E)UIPMENT zza7 + leo A'H-9

>~amer ~~nwz

o. ops/

RX,10 RY.10 RY.10 YERT.

O.oW9 d.oar z RELATIYE DISPLACEMENT IN STRUCTURAL COORDINATES*

3 3

• 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:

>oo CHECKED BY:

REFERENCE(S): SsZ czrrzz ro 9 y9 z

wc.

ziVCvc J-/CZ &g.

AJ/ 6+ Ql(ip/

'quipment Description Compt.

Node

'no.

Therm.

Mode no.

DX in)

Thermal Growth DY in DZ in

/'+c h'-9 As eroH l.~o Loa 9/o /

o. u9 o.54 J

-0.&D.9 -o, zw8 5~~g/

( F~Q

~ /~ 8 4/(~( cs W Thermal Mode I:

~

'=

Q Thermal Mode II:

Thermal Mode III:

- 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 0.75 i YA c.

S 0

4 tn B31.1-11 PD 0.75 i NP 0'75 i Y'B 2

Z

h

."n B31.1-12 i

M Z

A 831.1-13 PDo0 75 1

MA i Mc Z

Z 4t h

A 4 tn 831.1-14 M

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

A 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 t

.= nominal wall thickness of component, in.

n'

= stress intensification factor* from appendix D, B31.16 - 1973 0.75 i 4 1.0 Z

= section modulus, in as described in B31.16 - 1973,

~

3

. 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 '.

A

= cross sectional area of pipe, in 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 S

0 max Y

~bending Y

< 0.75 S

< 0.5 S

~tor sion Y

Safety, open

< 0.75 SY umax

Safety, closed refer to vendor's specifica icns Other

~rtax '

< 0.50 SY

~torsion Y

< 0.50 S

= maximum principal s ress max

=05{H S,+~(H-S)

. <S,)

SS 2

2 2

0-

= maximum f'.ber stress due to bending bending

= Mb/Z maximum fiber stress d 'e to tors ion

> tension

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

S

= yield stress at desion temperature for ASME SA-376, Y

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 [r

+ r. )/(r

- r. )], hoop s ress 2

2 2

2 0

~ 0 1

0 1

P

= operating pressure 0

r

= pipe outside radius 0

r.

= pipe inside radius 1

L

=

P

[r. /(r

- r. )], longitudinal pressure stress 2

2 2

0 1

0 1

F

= FX/A F

= axial load X

B

=M/Z S

= F+B+L 0

S torsion S/A F= shear force S

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.

SECTION):

SUPPORT:

PREPAREO BY: CA CHECXEO aY:

DESCR PTIQ,'l LINE OF l'CTIOll Axial, Horizontal Transverse, Horizontal Vertical'ther (Soecify)

STIFFts~S~ ('/ //'she) rr.

/

svFCA Sr-rr~d so v LOGOS (k1ps, in-k1ps)

FX FY l

F7-I lX

~ sY I

ss7 ANn~ Y< > >~ -2~/

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~d. D.//< 4 I

gag.7gpCz.lz A/

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Are aw+C.

O/~~T~~

THEfi'".sL:I:

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

SUPPOPT " "-"'-"P: [";j '"g Pr'

".>g':

=.Y SECTION:

-Pwm SYSTEH:.+=:r>c.rag

<C.".i"!

~ZP-fC'~iAC.

PP.EP".P.EO -Y:

C' c

CHECYEQ BY:

J <K SUPPORT:

DESCP, IPTIQ,'l LItlE OF ACTIO,l Phial, Horiz nta1 Transverse, Horizonta1 Vertic 1

0th r (Soeci=y)

STIFFttESS

( r,'p'~,Ji.~ )

./l

+Rb fpQ>r'rP 7~

n

+OH

=-

cVFW S'=~ter

>&0 LOADS (hips, in-k'ps)

D ad".ei ch"-

Seisin..ic C

E Ther.i."1 I

The...a1 II FX I

Y I

i l

Pv l

slav I

ia f

~ s ~ ~ I o g

/l..---

lou,r~

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1 I II Seis;..ic, SSE

)z ~q o.6Z Iw~4 [-/co.y z ~l 9d /~I4 I::v'c H.~w~

g..~~:ir i-. c.

pH-9 T I

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(~ccri~nr zouy ~

zaxs CScCpio> >~)

SDTAR-80-05-03

. 15

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~~50 doss PP

~+~8 a~~e SAWS C:.birr~~

~vO Qg

~yp PrPPS

/5 4V/lVD'A@4 <

year~

Sanrc w.

s SUPPPPT

~. <<:P>> ~

-. r,~i ~

r ai< Lp. g f /JIJ ~ I ~ pl\\(

SYSTEH -

.+- a. >c'r'c.

Parti:='Air. ~c.

PREPAREO BY:

c.'.'C~

SECTION:

SUPPORT:

CHECKED BY:

J Cm DESCR IPTIG,",

LINE'F PC Pxi a1, Hori zon ta 1 Transverse, Horizonta1 Yertica1 Other (S=ecify)

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

LOGOS (kips, i;,-keeps) peag; hei ph t Seisr;.c O-E Therz" 1 I Ther.'1 II Ther;."1 III Sei s;.:i c, SSE Fy

)

F'(

)

)

v':

)

x '7

( '1 YcTcz I y~c~a<<g~

I y.~~~+~/ =

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~:~.A c.'a~r Indicate north T/Ep/

$~ I I 15~

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r.r~

~ r

~ Celiac foci

+ 4 /v V

Z SDTAR-80 ~05-03 16

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

SYSTEH:

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uAr

~~

ovule PREPAPED BY:

g/.u SECTION:

'UPPORT:

Dc 0 xA -8 CHECKEO BY:

) C+

DESCRIPTION(

LINE OF /ACT>Oll P."ial, Horizontal Transverse, Horizontal

'lertical Other (Speci,y)

STIFF(lESS '~/~z/~~)

/.Vh'CÃV+

~

. u~~ )

LOADS (kips, ip-kips) 0 ada.~eic'ht Seisriic i -OBE Therr.al I

Them.1 II Thecal III Seisr,'.ic, SSE t

FX FY I

FZ

+o.2

<<I.I Z.

(',X

,Jf

('if NZ l

n('inLYSIS/< i2'"

g V<f6'i"/-a~

y.-+P/gc'l=g-I VgA/~/P~/~B ~

(

29 V

Z Indicate nor.h SDTAR-8Q-Q5-Q3 THERi.iL I. WO~~/~

THER.-".".L:I: Zan~-

uw

~own THE(if"..L I II: gag (g=gcp yygcv= pps4) 17

PREPARED BY:

6', ~0~

SECTIOsf:

SUPPORT:

CHECKED BY:

DESCP,:P TIG:i LIB>> OF ACTIO.,

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

//.// = /Z7.-

STIFFilESS P/~/r'~riL/)

+/~= zo, Z.

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

LOADS (Lips, ir,-keeps)

D ad;'-"i ht Sel5,.

'! c )

Ther.-."1 I

The~-,.ial II Ther.;,=1 II I FX I

FY t

7 I

1- '::

.7 I

.-'."-'V:5'-c.m I

I-c, o~l I-a z!

I ycc~c's'~Z~~

Ics.dz

~

14!>zI,cAB i

I ycc&c~o'hvar~

ld.o I

Io.o -

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Seisr.:-ic, SS' c'Sz/

i'd D Indicate nor:h THER~";"sL 'I:

~ gg~

THEf'l'.:;L IIi:

Vj SDTAR-80-05-03 19

-v

SUP pp+T p I,,', r ~a ~

~ ~ oD Ln g p tjaps ~ e m Y SYSTEH:

.>c> i>c ~c

~r-'

y'=arri.wc.

P REPARE0 Y

C

~ >Cy SECTION):

SUPPORT:

OO CHECKED BY:

J C I DESCP, IPTI G,'j LINE OF /'CTIOll Curial, Horizontal Transverse, Horizontal Vertical Other (So city)

STIFFtlESS (r<-yr'wJiv )

97 94'OADS (keeps, in-keeps)

Dead;;=i c.ht Seis-;..'ic 0-"E Ther;:. 1. I Them'1 Ther.;"] III Seis-..ic, SSE t

F' FY I

7

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THEl~";"iL 'I:

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SDTAR-80-05-03 20

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

SYSTEH:

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a~a

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PREPS"-.P,ED B'(:

C'

~C~

SECTION:

SUPPORT Jrl/- 4 CHECKED BY:

Jch DESCRIPTIG.'t LINE OF r;CT:O;,

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(~ r~Z ')

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V Indicate nor:h SDTAR-80-06;03 21

~CAD

)

nr>

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.><mr p<P+C.

war>i

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SUPPORT:

PP,EPAP,ED BY:

C', ~<~

CHECKED BY:

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STIFF<lESS

(/q r'r-'srrv')

md'2 Dead< ~) c '",-

Seisr.;ic~

C E

LOADS (kips, in-hips)

)

FX I

FY I

..I VXI "Y'7l I v'c~-"

lzd, sl I

I I

Iv<< '>>r'>

Ther@.."l I

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~ d.d~

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Y<CWCp <r N:~'PO THEFT".1L I:

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T)Ef;;L I I s:

rfic+rc.r g f A

V Z

SDTAR-80-05-03 22

SUPPORT D

~ ~

p. r ~1'

~ <"wrscrfc.

uczsi

'e~wrr i.wC.

SECTIO'I:

'UPPORT:

P REPARE0 Y:

C' ~G CHECKED BY:

JC~

DESORIPTI G.'t LINE QF Z,CTIO:,'s'rial, Horizor.tal Transverse, Ho'r izontal Vertical STIFF i 'SS ('t( /r'-'spry )

Other (Sp cia)

LG!iOS (ki,"s, in-kips)

Dead:;ei c h" F)

)

FY

(

7

[

iev

)

<iq i!7

)

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Indicate nor:h 1

THERi~'ihL I 4'c 4'w>C.

o,>aHr ~<">

THER>>'L I I s

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~a SDTAR-80-05-03 23

SUPPORT r.:

'":-'. P; l".'i '!'P LOAP SV""'"".Y SYSTEH:

/~ c~ ia~ c.z>c.

uzv>i

-.Zse~.rat.

PREPAR" D BY:

( '

<Cz SECTIOli SUPPORT:

. OO CHECKEP BY:

g CPj']

PESCP.IP G"

LIti'E OF AC! IO,'l Curial, Horizonta1 STI FFtlESS C~C/r's ir.v)

Transverse, Horizonta1 Vertic 1

Other (Sp city)

+01 Cider.'

5'w f0

~

aura Cd Bred- )

./42 /

zr-ii~~ zuo(

5~Lf u

/

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

F7 I

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~ v f'7

(

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I g<c'4'c' p/Moo Seis.".'.ic, SSE THER!'.AL I:.c"-'.Ar+'~u~wr:c.v Indicate north THEF~';"iL 'I:

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c.',

~ Cvg /3 r

SDTAR-80-05-03 23B

DE)iOr t;it')re

~

~

~

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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, PUINT EAUATIUN N fbi'iOER PRESSURE STRESS IIENP ING TOT AL STHESS STRESS ALLuWAaLE STRESS OVERSTRESS lo 20 C7 g

2o 3U I

30 40 60 bl 6l 7U 7G 90 CR CR CR Cfr CR EL CR CR

4927, 4987

~

49c.7.

4927

'927 s

4927

'927

~

ir987

~

4947

'927

'9dl,

4947, 4927, 4927

'927, 4927

~

908, 937, 634

'34.

s31.

531

~

102 ~

1U2 ~

105, ius, 116 ~

fib ~

116 ~

116.

194, 194, 260

'2.

154.

5ObS.'bbf.

SS61.

5459.'459.

SU29 ~

5029 SU)3.

5033.

5U44, 5044

'044

'044.

5122 5122.

5208.'85.'

V57.'6420

'6420.

16420.

16420I lt420. -'

6920".

16420.*

16420.

1642o.

16420

't 420.

1642o.

16420.

16420.

164po.

1642o.

16420.

16420.

0

DEAit>j;tCHf Y6CNG6S 7/23/80

'HEBTDYN K4jjArltlrf 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 Pdf JEST qEHuFH FnUAT>O>>

r vvf-HjJt'jfjE.R PRESSUHE STRESS.

BENDING STHESS T01 AL STHf'-'SS ALLJJNABLK STHKSS OVEHStBf:SS C)

K7 I

CO ED I

CD I

ED 90 120 1 jju 140 15 ji 150 160 160 170 170 180 1 tfo 2no RIJ RJJ CH C.B Clk CR 9jJ2,'974e 3974

'974'974

'974s 3974

'974.

3974

'974'9/4.

3974.

3974

3974, 3974I 0 ~

a, 154

'24

~

134ba lo34.

113o.

263

'35.

206

'06

'11

~

412 ~

14 jJ8, 721

'32, 932

'594.

902.'02."

r 1 057.'

jJ26.

5420.'VO8.

5104.

237 41O8.

4180.'18o.

4185.'386.'382.

tj q95.'906.'906.

55f 8.'642o.

16420.

1642O, 16420, 159oo.

159o Jf..

159oo,'5900.

15900.

159aa, 159oO.

159ao.

15900.

15900m 159ao.

159ao.

15900

~

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 PUIttT BEMUD H TYP" EOUAgrON Ntlt~HER PHESSUHE STRESS UENDJNG STHESS TLl I AL STHESS ALLUHA8LK STRESS OVEHSIHESS E/l C)

I CO CD I

C3 I

ED 200 220 220 230 23o i'.5 0 25l 270 2 7ti 2bo CR CR CB CR t:R CR CR E,L Cre CR Js 39'/4 ~

3974

'974.

39/4 ~

3974.

3974

~

39/4.

3974

'974

'974.

3974

~

3974.

39/4>

3974

'974>>

3974, 3974.

3974 1594.

eUu.

686

'42

'42

'83

~

783

'11

~

811

'51i

551, 550, 550.

tlo 1 ~

401.

891.

891

'4b3, 5568.'059.

4D59 ttb 1 6."

4516.'756.'t

/56.

4

/85.'785.

4024.

4524.

ub24.

4524.'475.

4375.

4064.

4864.

5456.

15900.

159oo

~

15900.

15900.

159on..

..159nu.

15900.'59oo.

15900.

159oo.

159on.

159n0.

15900.

159no.

159oo

~

lSVoo.

159oo<

159nn.

[IEAUWLTGIII Y64NGbS 7/23/80 NESTDVN-8KNOING STHESS TOTAL STRESS 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 ALLO>ABLE OVERSTRESS PUINT TYPE NUII[iER STRESS STRESS Vl C7 I

CO CD I

CD I

CD 280 29'nn 3$ 0 32u 3 3Il 33u 3cln 34G 5 h II 3 7 i)

CR CR CR CR CR 3974>

3974

'97ffe 3974.

3974

'914m 3974m 3974.

3974

'97ff

~

3974

'974,

3974, 397 l ~

3974

'974..

3974

'974.

1483.

1292<

1292

'11'114

'70, 67oe 184

'84

~

lffl~

1 ui ~

76

'6, 59, 59 213+

5456.'466.

5 i,'66.'V88

~

5088.

uouu.

uDuff.

4158 u 158.

ul 1 s.

u 1 1 S.'050.

uoSo.'033

4033, 4063.

4063.

4187.

15900.

1S9OO.

1S9oo.

1590n

~

159oo.

I 159oo; 15900

'59oo.

159oo.

159nn, 15900,

159nn, 159no.

159nn.

159no.

159nO.

159nO.

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 Pulrl T 51E Nllkk IYP~

EQUA T TON NllHHER Pllk SSUHE STRESS 'ENDING STHESS TOTAL STHkSS ALLUWABLE STHtSS OVEHSTRkSS Vl C7 I00 ED I

ED CA IC) 38:i 390 400 410 O'I 0 4?0 440

l40 4 b l)

CR CB CR CR CR CR CR CR CB Cll CR 3974

'974I 39'I 4 e 3974'9'I4 o

3974, 3974a 3974

'974.

39/4,

3974, gg'I 4 ~

3974.

3974'974.

3974

'974'974, 213 ~

745

'45

'146

~

1146 ~

585

'32.

132.

f32 ~

132

'rl5

~

551

~

551, 168

'68

'86, 4187.

4 718.'718, 5120.

5120'558.'558.'106 4106."

4106.'106."

4418.

4418.

452 4.'424.

4142.

4 142.I 60."

15900.

15900.

159n0.

15900.

15900

'5900a 15900,.

1'590 0.

15900.

159a0.

1590 a.

15900, 15900.

15900.

15900; 15900.

15900.

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.

PUINT HE.HIIEH TYPt'-

FOUATzON tfllt'i8 E tt PRESSURE STRESS llENDING STRESS TOTAL STttESS I'LLOMA8LE STRESS-DVERS>RE88 U)

CD I

Co CD I

CD Ul I

CD 450 4bu 4 hei 470 470 471 480 490 490 500 5tto bla 510 520 550 Ctt EL LP 3974

'974, 3974.

3974'974'974.

3974'974

'974

'974

'9/4e 3974e

3974, 3974, 3974.

3974s 3974.

3974.

786

'37.

3371

}89, 189 ~

189

'89,

575, 575 '

71.

671

'79, 179 ~

778m 778 ~

205

'05, 794m 4'I 60.')11.

4811.

ltlb/,

4163.

4163 4163.'b48 4448.

4b45 4b45 ~

4752.'752.

4 I52 4752.'

l 79.'179.

47( 8.

159oo.

15900, 159no.

159ao.

159no

~

159ng.

-"'159ao.

159on.

159on.

1S9oo.

15900 159no.

159no.

159oo.

159nn.

15900.

159nn.

159no.

i~tau~f f f tf I Y6CNG6S 7/23/80 WESTDYN Tuf Af.

STRESS ALLUWABLE STRESS OYERSTRESS PRESSURE.

STRESS PvliATIOre if STRESS 4IVALysIB PEH ANSf bSf, 1

CODE THHOUGt<

TN" SUH~ER 1973 A00ErenA (NNS PIPINGl ALL STHESSES IN PSI suefte NflCLEAR SAF'E Ty (NNS)

P I"IN~

r>LJDE Hl.'e1(iEH EAUATgDN ffKNOlNG PutNT

TYPh, NejelBER STHESS 53o 5ee0 540 55o a

55u ED Ig bbo I

cD Qgo 576 584 590 ooo ooo CR CR CR CR Cle aL EL Li 3974

~

3974, 39 )4 ~

3974e 3974m 3974

'974'974

'974m 3974

~

3974'974.

3974.

3974

'974

'9I4.

3974

~

794

'09'09,

841, 1503, 519 e 290

'12'12

~

f4OI 27 3 ~

345, 177 ~

f71, 171.

104.

4168.

4d83.

4~15.

5477.

4493.'db4.

4185.

4185.'114.'847 4S f9 4150

'145.

4145.

4137.'137.'137.

159na.

15900

'59oo.

159ou.

1590 o.

159o0.

159oo..

159no.

15900.

159oo.

159oo.

159oos 15900

'59oo.

159no.

159oo.

159oo, 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 VblhT wF tr8E,t>>

Tvpt PgUAT TUtr Nttt~oFR Pt>>ESSUHE.

STHFSS DEN/) ING STRESS TDfAL ST"VSS ALLUHABLE STf>>f'-SS OYERGTBh8S Ot 1

024 62 ir C7 u3rr I00 c3n o

r 4rr F.L 3974.

3974>

>974.

3974>>

3974m 3974'21

~

1o6>.

54?,

668

'08

~

lo58.

4495 5>>r 37.

4b 1 g.'642 4~42.

5U$ 1 159oo.

159oo.

159oo.

1'b9oo.

159oO.

159nna

N U Ie 1'I 4 L lfP g H 4 f l IJ)'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(

I)UO E PulN)'>EHUEIe (JUATTON N))t')gal)e PIeESSUIeF.

ST)egSS BENDING STRESS TOTAL STHESS ALLO)eABLK STRaSS OVf-RSfRESS cn 24 C7 o

30 o

le ()

DV 61 7()

80 hn 90 EL cfe CB

(:re Ie ) )

13 l3 l3 13 l3 3773.

3342 '

3342, S191.

5903, 3218.

2631.

2848.

2848, S259

~

S239a 3241

'981.

3302, 2687.

2440

'1b

~

982 '

(73."

3S42.

3542.

3191.'903

'218.

2t 31.

2U48 2"48.

3239.

3"39.

3g41.'981.

3802."

2b87

~

2940.

'I 16.

98 2.'62n5.

2t 205.

26205, 26205, 2620'5 ~

. 26205, 262n5.

2b205

~

26205, 26205

'62o5,

26205, 2b205.

2b205.

262n5 ~

db~05

~

26205.

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

PUI AT HkH0"- H TYPk FAUATTIJIJ t III>I' fe PRESSURE STHFSS 1JkNOING STHESS TIJIaL STNESS ALLOwa8LE STHESS UVEHSTRESS g

110 9G 120 I

P) 124 Hll Je II lelI Jel I HU cte~

<<EL leu CB 176 l.R 170 c te I.le 15u.-

FL

-150 CR 13 13 13 13 13 13 13 0 ~

886.

610

'642.

5386

'886.

379 '

olJIJ, InIJs, 1082

'818

'873, 5022.

5417.

5417.

4602, 0

0 ~

IJ86.

elo, ee42.

5S86 5U86.

988."

579.'u08.

1008.

1082.

2d 1 8.'573

'022.'417.

34S7.

4oIJ2.

26205

'62n5.

?6205.

26205

'6230.

26230

'6230

'e23o.

26230

'6230

'6230.

26?30

'6230a

26230, 2623n.

26830

'6230, 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

. PU) tlT T YPL teut'>f)ER P fek S SU)e V, STHESS UEl4f) ?NG STHESS Tf) f AL S TkF'SS ALLUIAf)LE ST)eESS UVEHSTHESS C)

Kl CO CD lD

?(>0 2)0 220 22>)

230.-

230 240,'5u 251 266 2t>>i 270 27u 28(i CH 6 le cfe Lfe CB CB CR Cfe CR EL CR CR 13

)3 l3 l3 l3 l3

)3 4602.

3961m 3961'732.

2752

'174.

2174.

17l5, 1715

'38(t, 1384

'384, 1618.

l 1 46 ~

967

'o7

~

1237, 4o02.

3961, 3"bl ~

2 I32.'

I 32.'17 lt 2174.

1!15.'I15 1 584.'

)84.'f) 4.

lol8.

ll46.

960.

967.'237.'6230

'6230, 26230

'6230, 26230

'6230

'623o.

2t 230.

26230.

26230

'6230.

2t 23o.

26230.

2623o.

26230, 26230,

. 26230

't 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 PUlr)T TYPk Ni)r)f)ZR PRESSUHK STRESS SEND1NG STRE,SS Tul AL.

STRESS ALLUHASLE STHKSS OVEHSTHt,"88 CR C)e 510 Cf4 510 CR 4 2 i}

CR AALU 350 CR 53ll C.'l 5'40 CR

>4V 3Su CR disci c R 36 Il Ck

>b0 570 C)e 294 O

I'96 CR 50o CR Io 30V CR l3 13 13 13 l3 13 13 1257

'144

~

1144o 1073.,

1073.

102@ ~

1026, lsve.

ls98.

2i)37 ~

2nS7, 22eJ 1

~

27b9

~

d7o9

~

3n13.

5013, 2525.

1?37, 1144.

1144.

1".73.

1V73.

1U26.

10?6.

1598.

1598.

203 I.

2V37 2de 1

.'881.

2l69.

2I69.

3V13.

3v1 3.

252 8.'6230.

26230

'6230.

26230, 26230, 2b230

~

2b230

~

26830.

24230, 26230

'6230.

26230

'6230'6230

'b230.

26430

'6230

'6230'

NURHAL UPER<TION Yb('NGeS 7/23/80 WKSTOYN OVERSTRESS PRESSUHE UEN()fNQ srHLSS STRESS 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 TOfaL ALLUwABLE PUlNT TYPV NUGAE,R STRESS STRESS cn 380 C7 380 I

S90 o

S90 4 i) 0 CR CF 4DU

. 4l 0 410 411 all 4c~0 43(i 456 440 CR E.L CR CR 440 CB 45u CR 13 13 l3 13 13 13

~

l3 15 2525.

1 ct49, 1549 ~

lne3, 1063,

52o, 52u.

191.

191

'24, 7'55 ~

841, 841

~

1014

~

1014, 1101.

2'625.

1'449.

lu63.

lube 42o.'20.'91.

191.

191.

224.'82.'55.

541

'u14.

iu14 1101.'e23o.

26230

'6230.

.26230

~

2623n.

26230

6230, 26230

'6230.

26~30

'6230.

26230.

26430

'6230.

26230

'623o.

26230

'6230,

Y6GNG6S 7/23/tto HESTDYN NUBrI AL uf'E tt A 7 IOt<

ygUA TT rtU"BEtt TfitaL STRESS OYERSTHESS PfIVSSUHE STHI.SS ALLU~ASLE STkESS HKHIIEH 1YPI'EN I)IN4 STHEQS rtutt E PuTrlT l l o l.

1124.'S95.

1~95.'~95.'b31.

1494.

127 S.'249.

1249 ~

1245.

26230.

2623n, 26230, 2623o.

26230, 2623o.

l3 l 101 ~

'124m 1124 ~

1395m 1395 ~

1395 ~

1651.

1 tI94 e 1? /0 ~

1249, 1249

'245, 1245.

l244, 145<<.

925.

tt 5u rt6 0 C/l

't6v i70 o

470

<<71 13 CH 13 CB 13

26230, tt71 13

26230, 26230.

2ti230 ~

26230

'6230, 2623o.

26230, 26230

'623',

2623o.

26230

't60 13 itgu 13 Sou

, Ck 1 dtl5.

13 ttU 1244.

1454.

l3 5t0 cfr flu FL 52tt E.L

'l 92.'2u

'tt 792'93.

b3n

393, Cft 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 I Y (rtNS') pIPIrtti

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 Puln T VETOER EOUA'I I QN NUt'0ER PRESSURE STRESS Ot.NDING STRESS T01AL ALLDNABLE STRESS STRE$ S avEfesTRVSS V1 C)

I CO CI I

4D I

530 i 5tlO I

'54 0 560 560 Cft CR CR

'57 0 500 500 CR CR bib CR l3 13 l3 13 393

'07,

407, 619.

1415, 27lo.

1137.

1188a

1188, 1234.

321'5, 2653.

1018, 712 ~

712

'33.

633, 393.'07 407,'19.'475.

2710.

1137 110 S.

118'.'?34.

2953.

SO18'12.'12.'33.

o33, P34 26230

'6230

'6230

'6230..

26230

'6830

~

26230

'4a30, 26230.

2623o.

26230

'6230

'623o.

26230

'6230

'623o.

Bb?30, 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 POINT

]IEHl)FH TYPE EOUAT t)UI'SUER PRESSURE STKESS bEI)DlNG STHESS TOIAL STRESS ALLUWABLE STHESO UVEHSTHESS oil 620

,I

~o2O 63p tD I

@50 I

4D 640 E.L El CR-13 13

.13 1656.

1610.

6l5.

575

'75

~

547, 1~5 S.'alp.

F15.

0 75.'75.'6230, i?623O.

?623O.

262SO.

2623O.

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 PolNT ME,HUEH rvpt EQUAT NUNBER PHFSSUHk STHkSS UkNOING STHESS rolAL STHESS ALLovABLF.'THESS OVEHSfHFSS 14c1 EL 15)'5v CR 160 lbu CR 170 17u l80 18i kL 190

~

CR goo CH 9u 1

1 u HU m

12u CD I

120 I

CD 1 )>0 CR 13 13 13 l3 13 13 13 0 ~

930, 635.

b920, 55U2, 61VO ~

947

'64

~

1 oc) O.

106O, 1135, 29bb

~

8296

'185, 3605.

3605.

)1867 g

0 ~

930.'35.

6920.'b82.'log.

9g7

'64.

1U60 1Vbp.

1135.

2956.

8296.',

3185.'605.

3c) 05 ~

567 ~

26205 26205

'6?n5.

26dn5.

26230.

2623V ~

26230, 26230

'6230

'6230

'62301 26230.

26230

~

26230

'b230,

26230, 26230'6230

LOss UF L gal)

Y6GNG6S 7/23l80 REST f)YN T() I A L STKESS f:.OUAT Tutt NUteHLR llYFH8 f HLSS PHESSUHE STRE,S5-At LUwaPLE STHESS tff.t<t)ING SfHESS g f. MUEI<

TYPt'eUt) f.

PulNT 4vb7 4189.

4189

~

2"85.

26430

'6230.

C6230.

26230.

26230, 26230

'6230.

26230

'6230

'6230'6230, 26230.

26230e c? u 230,

2bd30, 26230

'6230'6230.

13 48b7 ~

200 4f89 ~

4189

'7 2~

I00 EDl ED I

ED 2f0 2885.

2885

'269, 2289

'795I 1795+

14?7

~

1427

'4?7.

'6b8.

lf90 ~

fnf8, 1022, 1 0?2

~

1314 ~

22o 2585.

13 2289.

2?89.

1/95.

1 /95.

S<<27.

1427.

CR 230 CR

?4u CR 240 CR l3 13 250 CR 2Sf Cle fbb8 E.L 1190.

13 260 E.L fVf8~

1022 f022.

fSf4.

.260 2/0 13 270 CR CR 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

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 PUlwf

~f;NbVK fYPk gUATTUN NUt'>E'ER PRESSUKE STRPSS hE finI tvG STRE.SS 7 f> fAL BTKF-SS ALLIJgABLE STkKSS UYE,HSTHE,SS 29o 29>

SOn 30u 310 510 CR CR CR 330 346 CR CR 540 S50 356 Cii 316 Cfi 3oO

~

Cfc 13 13 13 13 13 13 13 13 1314 ~

1213s

1213, 1136.

1136, 10b4.

1064

'615.

1615 ~

2059, 2059.

23ub.

23u6

~

?au2.

2002.

304'049.

2557, 1213.

1413.'13' 1136.-

1064.'064.

1>lS.

1~15.

2M59.

2u59.

2>06.

2306 2~02.

2602, 3049 3u49 2557.'6230

'6230

'b230

~

26230.

26230

'c

230, 26230, 26230.

26230

'6230.

26230.

26230

'623n.

26230

'26230.

26230

'6230'

LOS.S 4F LUhn Yef NG6$

7/23/80 WES1DYI4 EUIIh (i(l(I 13 STIRLESS Al<hLYSI 8 PER hlISI fI31 ~ 1 CIIUE 1HROU(lH 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 Puler SVpt NII<'HER PRESSUI'<E STRESS fiE lion I H6 TO14L STRESS STIRLESS ALLUWaBLE STRESS 1)V~VSrRaSS CA C7 I

CO C)

IC)

I ED

>70 CR 38u CR SSu R

390 CR CR 4 IIIi CR (I 0 Q CR ilfp CA 41'R 411 CR 411 420 E i.

420 CR 43 II CII 43u CR 0

CR 440 CR 45u 13 13 13 13 i3 l3 1574

~

1574

'084

~

1084 ~

53'/ ~

5S7, 193.

193, 194, 2'2o ~

879 '

5 i? ~

1I40 ~

840

'015,

in15, 1103.

a>57.'

5 7 4.'474.'084, 1V84.

537

~

537'.

193.

l93.

l94.

226.'/9

/52.'40

'I40 1015.

fv]5 1 1 lj3

26230, 26430

~

26430,

.26230, 2623O.

26230

~

20230

~

26230

~

26230, 26230,

?6230, c.'623 Q ~

ded30, 26230

'6230,

26230, 2 bi.'30, 26i'.30,

LOSS UF LI)nu Y6CNG6S 7/23/UO HESTf)YN STRESS ANALYSIS PPH ANSI 8$ 1 ~ 1 1 ODt Tt(HUUGH THK SUtftlER f 973 DOENt)A (NNS PIPING' Ai.l. STHF-SSES IN PSI Not] NI)f'LtAH SAFE TY (~I<8) PlPIN"

NUDE, MEHUF-k EOUATTUN PU1IIT TYP" NUI'!BE,R PR<SSUHF.

STRESS Ut,NDING STHESS T[) f AL STt(E SS ALL()NABLE; STHFSS OYE.HSTHE.SS C/l CD IC)

CD I

CD I

CD 4SO 460 CR 460 CH 47(I CR 470 471 CR 47l 480 F.L 48J 490 CR 490 800 S00 CB S$ 0 CR Sfu E,L 521 F.L CR 55(!

13 13 13 13 13 13 13

1103, 1 f27 ~

1 f 27 ~

1401.

14ol, 14o1,

1658, 1498

'28.1, 1251

~

12S1

~

1246, 1246 ~

1246, 1 tl'btl.

927

'93,

394, 1103.

1 127.

1127.

1401 1401.

fo38.

1498.

1 I.'81.'d5f.

1251.

1446.

1~46.'4S6 927

'93.'94.

2623Q

~

2b230

~

2640.

26c! 30.

2o23o.

26230, 26230.

26230

~

2623O.

26230

'6230

'6230, 26230

'6230, 86230

~

26230

'6230

'6230'

LUSS bV LUAO o

YbCNbbS 7/23/80 WfSTDYN EUUAT IllH 13 STHf SS A<'ALYSIS NON NUGLE.AH SAf'fTY

(<~'"S) PIPIH6 pf H Al'lSI U5 1 ~ 1

~t J()E' HHUUGt)

Tk<E SUN~EH 1 97 S AOOENAA (NNS P I > I teG)

ALL STttkSSES IA PSI NUDE.

PUJrlT lifQUEte T>PE AUA'THUN t<lJ'>UER PRESSURE STRESS UE,HD ING ST HE'.SS TQIAL STHESS

" ALLuwAtlLE STRE;SV UVt!HS t Rt:SS S4n S40 I

CO p$ (

I ED 550 56u 57i.

570 CR CB CR CR CH 600 CR bno CH ol u Cle

pin, CR 6

1 1

CR 13 13 l3 13 13 l3 l3

410, 410, 622

'484

~

2722, 114?

~

1193m 1193

'239m 32?8.

8660

~

indi, 712

'12

~

bSo, 636, 637.

494.

410.

t 1 O.'484.

212?.

1142.

1193.

1193.

1"39.

322a.

2oo0 ~

1021

/12.

I 1?.

o36 o3 6.'37..

26230.

26230

'6230,

26230, 26"30

'6230

'6230

'6230.

26230

'6230m 26830

'6230

~

26830

~

26 230,

26230, 26230,

26230, 2t 230.

F

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 fV (NN8)

PIP IN" NiJDE HEH~t: I(

EQUAT ION PUINT I YP4 NIJi"tiEB PgESSUHE STRESS OENDlNG STRESS TOtAL STi<ESS ALLUHAgLE STHVSS 0VEHStHESS bl1 b20

-I 620 oo 630 C)

I 630 IC) 6<)0 EL 13

'13 13

16bb, 1'629 ~

623 ~

582o 582

'56

'bbb.

1i~29.

b23.

~ b82.

082

26230, 2b230.

26~30

'6230.

2683O, 26d30

~

Vol.tVI)bf o/2.5180

~kS TOyv k<JIIA I I )I.I I~: I'HFSS A<<ALyS 1 S phrs ANSI lt) 1, 1

I ut>E 1 iIHOUGH 1 ttk SUI'Irli..g 1975 AI1))kNgA

( N)VS I'LP 1 Nfj )

AI L S fH<SSt.'S J)V PS 1 tvort NI)CLC. << Il S ') F f-.1 y'I'j"s )

P 1I'lII'~

CH

.C tt E.L r)0 EL 4;:

Clt CR b))

Cl<

CH k I.

7b Ck i'iUO I'.

l<kt)>>L'H Puir~ I T r PL o

Iv 20 CH I: WtjA I ruN IIll"llk'll 13 PI<LSSI>Hk SqHLS6 kit;)VI)1Nb S I Hk:.SS lb50.

1582

'542,

1512, 1849

'292

'05b, boo.

bdo ~

4o5

~

4oS

~

925

'55, 7UQ ~

25u, 1I> I Ai.

STHkSS 1oSO.

I '>42 ~

1~42,

>>12.

1049,

!'~'So,

OUb, 00o ~

4 op ~

<oy.

4btt, 571

)5

/bg,

/04 ~

ALLUvAk)Lk S I I~LSV

2b405, Co405, dbC05

~

Zb2g5

~

Cb",05m Co405

~

2od05, CoC05,

CoC05, 4bC05, Cb20'5

~

Co405

~

c! bi'.05 ~

Cb405, CbC0b, CbCO5o

Cb205, UYklcS I Ht.SS

ttbo,

'I Qo ~

CoC05

~

k(VLI

> b( NbbF o/d3/tku s(LS IDYN V.utlgk IIOI'I >IUGLE.A8 lllrl 13 SlRl S0 A"lLYS1 S PANIC Al'ISl t531 e1 "V()C I III<ULIGk5 Iklt'k)r(IIER 19/3 AI)DCrk(>A (IIrlS VlPllr )

AL(, StnbJSBS lr5 I Sl FVI Y (I<<'IS)

PZPIIII~

rlUE)f.

Pul Ir c) gtl lib 14i.

ISo 1 o(l 17u

, l 7ti 1(sir 1 9

~

s ssplltILEt TYP"-

l(U k(U Qlk I;L CII Cke C I'<

Cki h.L CI(

~

CI<

I:r>>A r 1 (Irl I~U'its C H 13 s3 I3 fsHCSS(rk<4 S~ I(ASS ksb. WIILN(l SlkILSS (g ~

45o, 4474.

bb97, oddS, 493b

~

1 (59b ~

ksb9 ~

Ilo9 ~

l v 19.

do,35 g

37YM.

1457,

~

1 3'/4, 13'/4,

1133, rulAL SlriESS 0 ~

'Ibe, ps)g ~

S4/4.

Sb97.

b~d5.

II9>e, lo9b tlb 9

~

bb9, 1"19.

doSS.

3/94

'<57.

1374

~

1~74.

1153

~

ALL(sssAgLh STI(CSS

dodOS, dbd(IS I dbc!05

'bdoS

~

dod30, dod30, dod3(s

~

dbd3Q

~

dbd30

~

doc! 3 I'I ~

dbd3)i

dbd3II, dod30

~

dbd3r) I

~

do d 3' ded 3 I) ~

dod 3(s dbd30

~

UVt'.IIS I IICSS

I o!'tgUtIV o/25/0 0 wE Q TI)fH NI)r< 'it)CLEAR a

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 nFL" I >

<>>'~8) I'll']h!>

C7 I

OO C)

IC)

IID GD t9 I.tIt h.

V01 et T 2IIU 210 21:)

250 24 it 25'.

Zb(i Jolt 21'.

tlLrtoth TVVI-.

Crt Ctt Ctt CI<

Ctt CI4 Cte Ctt EL r.L Clt Ch I'..4l ) A T I ill'l I'>It"It I" It 13 13 15 13 15 13 15 I'5 15 13 13 t3 15 I5 Pteh,56vltE S T te]-.Sb tiENI)] rtI'

] rt].'85

1155,

]053, 10'55.

]2bb.

125b ~

1491.

] tt9].

]7b4,

]7o4, 2]59

']Sly

21ao, 2525, 14t)i ~

12)u, 459

'59.

452m

] I.I I AL ST~<ESS

))>3,

]453 1)'53,

]25b,

]25o, 1""1 ~

1 log, 1 rb~$ ~

2159.

2159.

2tbA ~

ZPd5

~

]4ttS.

1270.

'I 5p ~

ALLUNA])LL

$ [ Ht=Sb 26230

'o230

~

2o230

~

26230.

26230, 2o250

~

20250

'o230, 2o250

~

26' tt ~

2o230, 2o250.

2o230

~

2b230

~

2b250, 2b250,

26230, uVBWSlxbSS

Yo( rqtiuf:

o/23/t)u hf.'STOLEN E u )A l 1 )'t 13 5 1 teESS Ar"A).DISCS 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)"

CA X7 I

CO Cl I

ED Ul I

C7 Cs)

WUL)f PiJ1iN T 3$ g s2(i 32>

35 s5:r 35rr 3 bit soil sr" rrL'ltot:t(

rYpt CH Cft CR Cre Cle Cle t:V~A 1 It))i I ttr'L~LH 13 ts PH).SSLrfrg s

T tef-.sS ot'.NOCrtt'THE,SS 741

'41

~

51b ~

51o, l751 e

1751

~

42o6

~

4 2oo

~

b52o, 05do, o 1'/'5, o195

~

r'rs>4

~

155 >,

($ 2o 3,

bguS, o425

~

f'0)ig SI,<ESS

141, bio,

>lb, 1/SC.

1!41.

4dbp

~

4doo

~

5>>2b.

'b>2b, o)95 ~

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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 SA

=

allowable stress range SC

=

basic material allowable stress at minimum (col'd) temperature 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 Hl + r2 N2

...rn Hn 5

5 5

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 /aTE r

SDTAR-80-05-03 104

Applicable values for this system are sumarized in the following tab'lei, Operating'ode i H.

Tn r

iN;~

i 1

ZOSS oP go8D 2.

Ruo 3.

4.

5.

6.

r. =

1 for the mode with aTi

= LTE H = ((7ooo

~

~This value is HE for the mode with aT.

= ATE, i

Using this value o

H, f as obtained from Table 102.32,C is I

According to the indicated references, the materials used and the basic allowable stress and the allowable stress range rom Eq. (1) are:

Materia'I

l. phiz 7.vs~ so+

Ref.

S

/O'7 Sh Ref.

31.1 page 5'~

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