loceff, structural seismic

WESTINGHOUSE PROPRIETARY CLASS 3

SDTAR-80-05-03

R. E. GINNA NUCLEAR POWER PLANTSEISMIC UPGRADING PROGRAM

P IP ING 'STRESS'NALYS'IS'EPORTRESIDUAL HEAT REMOVAL SYSTEM, SECTION 200

AUTHORS: W. A. Massie

C. Ng

APPROVED:

F. Loceff, ManagerStructural & 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 Conditions1.3.1 Operating Modes1.3.2 Seismic Environment

1.4 Static Displacement of Anchors

2.0 ANALYSIS

2.1 Piping Stresses and Loads2.1.1 Basic Stress Criteria2.1.2 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

Stresses3.2.1 Weight3.2.2 Normal Operation3.2.3 Most Severe Mode of Operation3.2.4 OBE

3.2.5 SSE

Deflections3.3.1 Weight3.3.2 Normal Operation3.3.3 Most Severe Mode of Operation3.3.4 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 inRef. 4. The environments for RHR 200 are listed under fluidslines 1 and 2 where fluid line 1 extends from loop A tovalve 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 resultsin 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

4 7'/dP S NUCWPZ zz od'-9

SDTAR-80-05-03

The response spectra for these points and the response'pectraenvelope are shown graphically in Appendix A. The

coordinate system for these spectra is not, in general,coincident with the coordinate system used for the pipingmodel. Figure A.2-2 indicates the orientation of thehorizontal axes of each system. Prior to analysis, the pipingsystem model is rotated such that it aligns with the spectracoordinate axes.

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

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 relativedisplacements are given below:

SUPPORT OR E)UIPMENT

zza7 + leoA'H-9

>~amer ~~nwz

o. ops/

RX,10 RY.10RY.10YERT.

O.oW9 d.oar z

RELATIYE DISPLACEMENTIN STRUCTURAL COORDINATES*

3 3

*Zero displacemen indicates attachment at the chosen base location.

Note that since these displacements are in structuralcoordinates, 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 resultin specification of the displacements in tne structuralcoordinates 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 structuresat points of support or equipment attachment are summarized

below:

ABSOLUTE DISPLACEMENTSIN 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 verticaldisplacement from the building to the piping. The net effect o

all component displacements at all points of support isestimated 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 staticcondi 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/

'quipment DescriptionCompt.

Node'no.

Therm.Modeno.

DX

in)

Thermal GrowthDY

inDZin

/'+ch'-9

As eroH |.~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:

-. 8g

SDTAR-80-05-03'I

2.0 ANALYSIS

2.1 Pi ping

2.1.1 Basic Stress CriteriaAccording to criteria established for this project, piping.included in thh scope is to satisfy the requi rem nts ofequations 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 effectsmust be included in equations 12, 13 or 14,

PD 0.75 i YAc. S

04 tn

B31.1-11

PD 0.75 i NP 0'75 i Y'B

2 Z — h."nB31.1-12

i M

Z — A831.1-13

PDo0 75 1 MA i Mc

Z Z4t — h A4 tn831.1-14

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

M = resultant moment due to occasional loads such as fluidflow 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 flexibilityanalysis. These procedures are implemented by the computer

program MESTDYN, which determines loads and displacements at allchosen 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 EvaluationLoads imposed on equipment nozzles must meet the following criteriaunless 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 toassure that the pipe valve interface me ts he criteria for pipingstresses. The valve load criteria discussed below apply only to activevalves.

VALVE TYPE STRESS LIHETS ON VALVE ENDS

Swing Check < S0 max — Y

~bending — Y< 0.75 S

< 0.5 S~tor sion — Y

Safety, open < 0.75 SYumax—

Safety, closed refer to vendor's specifica icns

Other ~rtax — '

< 0.50 SY

~torsion — Y< 0.50 S

= maximum principal s ressmax

=05{H S,+~(H-S) . <S,) SS2 2 2

0- . = maximum f'.ber stress due to bendingbending= 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 ress2 2 2 20 ~ 0 1 0 1

P = operating pressure0

r = pipe outside radius0

r. = pipe inside radius1

L = P [r. /(r - r. )], longitudinal pressure stress2 2 20 1 0 1

F = FX/A

F = axial loadX

B =M/Z

S = F+B+L0

S torsion

S/A

F„= shear forceS

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, isupward or compressive. Rather than install a new support capable ofsustaining a compressive load, an analysis has been performed withRH-8 assumed inactive in the upward'irection. All pertinentcriteria are satisfied by this modified analysis. Therefore, it isrecommended 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: C''ACHECXEO 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< > </s " 'Dead'ight

Seisriic s OBE

Them'.al I

Th'crea] IITher al I II

Sei st;si c, SSE

"045

MZ.D9

/. K7 o.M+/3Z

.oZ ~W- w.~9.g9.4'7.4

~ t3 6/2 ~ +I~. Z ~

y./9 .-S.S/ -»~ -2~/

-7, 0E'8.// -2N'8

7./~ ~d. D.//< 4I

gag.7gpCz.lz A /

/'.. C4gOZ//r r.-

e c~c,r~).n

>/g C'rS/+6i //g

yd~C~PP/~ >

yc cps;r r/r

THEP.YAL I: Are aw+C. O/~~T~~THEfi'".sL:I: ~ os~ orTHEPi" .L I I I: ~rg

RH-9SOTAR-80-05-03 14

SUPPOPT" "-"'-"P: ["„;j '"g Pr„' ".>g': =.Y

SECTION: -Pwm

SYSTEH: .+=:r>c.rag <C.".i"! ~ZP-fC'~i AC. PP.EP".P.EO -Y: C' c

CHECYEQ BY: J <KSUPPORT:

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 c„h"-

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~ I pres [ o.rs Jzzgs lg~3c t-us/ I

q 7esl-~

~

~

4'OZ t-B, //!+.9X I-97./ ~o J-" (-~~~>g l

Ther.; 1 I I I

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 ~

TTI ~

'S' r. CC/4i>

,~c'~ i(~ccri~nr zouy ~ zaxsCScCpio> >~)

SDTAR-80-05-03 . 15 .t'rP SE{ 7lo& ~~50 doss PP ~+~8a~~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


Yertica1

Other (S=ecify)

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

LOGOS (kips, i;,-keeps)

peag; hei ph tSeisr;.c O-E

Therz" 1 I

Ther.'1 IITher„;."1 IIISei s;.:i c, SSE

Fy ) F'() )

v':)

x '7(

'1 YcTcz

I y~c~a«g~

I y.~~~+~/ =

THEFi":iL I: ~:~.A . c.'a~rIndicate north T/Ep/ $ ~ I I 15~

THEf'.!'4 I I I: „r.r~~ r ~ Celiac

foci + 4 /v

VZ SDTAR-80 ~05-03 16

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

4

SYSTEH: Ys/al.'. uAr ~~ ovule PREPAPED BY: g/.uSECTION:

'UPPORT:

Dc 0

xA -8CHECKEO BY: ) C+

DESCRIPTION(

LINE OF /ACT>Oll

P."ial, Horizontal

Transverse, Hori zontal

'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 IIThecal IIISeisr,'.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

VZ

Indicate nor.h

SDTAR-8Q-Q5-Q3

THERi.iL I. WO~~/~THER.-".".L:I: Zan~- uw ~own

THE(if"..L I I I: 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


Vertical

0th r (So ci=j) (zi//=PA'>~

//.// = /Z7.-

STIFFilESS P/~/r'~riL/)

+/~= zo, Z.

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

LOADS (Lips, ir,-keeps)

D ad;'-"i ht

Sel5,. '! c )

Ther.-."1 I

The~-,.ial IITher.;,=1 I I I

FX I FY t7 I 1- ':: ! .7 I

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

I I-c, o~l I-a z! I ycc~c's'~Z~~

Ics.dz~

. 14!>z I,cAB i I ycc&c~o'hvar~

ld.o I Io.o -I I o e

$l.>4'I rp, / I I yc c'w-sr'/w~

Seisr.:-ic, SS™ c'Sz/ i'd D

Indicate nor:h THER~";"sL 'I: ~ gg~THEf'l'.:;L I Ii:

VjSDTAR-80-05-03 19

SUP pp+T p I,, ', r ~a ~ ~ ~ oD Ln g p tjaps ~ e mY

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


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 I7

~'h I

~g

%7 l"~ 'LYSTc!i~

I yp cuc:zsj " n

Indicate nor.hTHEPl';EL I: .4'c'ZwHC i.~~>~-i| i~

THEl~";"iL 'I: ps< > <- Zc:aaTHFf: .L I I I: g.in (-.r. ~c./Ei=

VZ

SDTAR-80-05-03 20

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

SYSTEH: .> "~inc j>c. a~a . -"=alai.wc. PREPS"-.P,ED B'(: C' ~C~

SECTION:

SUPPORT Jrl/- 4CHECKED BY: Jch

DESCRIPTIG.'t

LINE OF r;CT:O;,

Phial, Yorizonta1


'(ertica1

Other (Speci-y)

w~r c-ec; r~r ca e

(~ r~Z ')

STIFF'ESS C<Clr sr.iv 3

D ad;:air~~"~

Seis;.,'.c ~ 0~E

Ther;.:1

The~-,. ~ 1 II

LO DS ():ips, ir -(i„s)

~X) FY ),=7 ) t',Y, ] ",Y y.7 ),„".$~l YS ~ <

'-'o.

op I I o.og I I 1 ly.-~~~,'< / '<

I-i Tl I I Ir<l-o,c~ I I I I > sew<;swy~'e~

Ther.;."1 IIISeis=.ic, SSE

THERMAL I: v'c-w'~>C. c.ra>7r< '>

V

Indicate nor:h

SDTAR-80-06;03 21

~CAD)nr<i ~ y.'l ~ u»

SUPPORT D„SC" " '"'"O Lt 'f'U'>" "Y

SYSTEH: .><mr p<P+C. war>i <'ter / wc,

SECTIOtI:

SUPPORT:

PP,EPAP,ED BY: C', ~<~

CHECKED BY:

DESCP IPT;G,'l

LIt/E OFACTIO:,'hial,

Horizontal


Vertical

Other (Sp ci-g)

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'7lI v'c~-"

lzd, sl I I I Iv« '»r'>Ther@.."l I

Therr.: l

Ther;»1 IIISeis-.:ic, SSE

~ d.d~I

O,c6

k~ 72

! I Y<CWCp <r N:~'PO

THEFT".1L I: .4'c.a~+r c,'mirac,vIndicate nor'h THEIR";"iL .';

T)Ef;;L I I s: rfic+rc. r g f A

VZ

SDTAR-80-05-03 22

SUPPORT D~ ~

p . r ~1' ~ «Q Lp+ Qf sJIJ/t ~ F%Y

SYSTEH: .>"wrscrfc. uczsi 'e~wrr i.wC.

SECTIO'I:

'UPPORT:

P REPARE0 Y: C' ~G

CHECKED BY: JC~

DESORIPTI G.'t

LINE QFZ,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

)..s

s Yqrqg

P~ Cwc7 5~,'=~Seis-.'.c O":E

Then-.:1 I

Ther,.i's Ii

+ymZ ys cmd Fr/+~pg c g'@~ agwsz

Ther. 1 IIISeis-.iic, SSE O,1f

p/c wcg~~l+~

Indicate nor:h

1

THERi~'ihL I 4'c 4'w>C. o,>aHr ~< ">

THER»'L I I s ~ g5t i j- «~ cv9D

THEI;," .L I I I: gyp r. ~cr=-r vz~<v-"-

~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 )


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 9 l~ v f'7 ( '"'iv%7</.'; a

Dead;'eirht

Seis;..ic, GBE

Ther.-;..1 I

The

The...-""1 III

+0 4 +/. o 2" >.J7 !

I

I g<c'4'c' p/Moo

Seis.".'.ic, SSE

THER!'.AL I: .c"-'.Ar+'~u~wr:c.vIndicate north THEF~';"iL 'I:

THE/'l'L I I I: g,r(",

c.', ~ Cvg /3

r

SDTAR-80-05-03 23B

DE)iOr t;it')re~

~

~

Y6CNGbS 7/23/8n HESTDYN

DISPLA'C<51Ewyg AT gt)PPtrHTS ANO t)IS(;t)ttT1NL)lTIES I< Gt.t)BAt. CUt)HDS

SP Rtll4

SARA»BtrUf

SPHH7

StRHh

SPHrt~

SKRHa

SPRht

SPHrt7

ShRrt» l A

230

2t) 0

300

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K4jjArltlrf l i STjtESS A«ALYSl8 pEH AtfSI ff31 1 CU()F TkjHJJUGH TH4 SfJH»f''R 1973 AODEbjt)A CNNS PIPING)Af.l. STHJ-SStS IH PSI

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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 ATHkH0"- H

TYPkFAUAT TIJIJt III>I' fe

PRESSURESTHFSS

1JkNOINGSTHESS

TIJIaLSTNESS

ALLOwa8LESTHESS

UVEHSTRESS

g 110

9G

120I

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 iALL. 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)ERP fek S SU)e V,

STHESSUEl4f) ?NGSTHESS

Tf) f ALS TkF„'SS

ALLUIAf)LEST)eESS

UVEHSTHESS

C)

KlCO

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 I 32.'

I32.'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 lllllNUDE, HE.H)Jt.le EAUA T T(JN

PUlr)T TYPk Ni)r)f)ZRPRESSUHKSTRESS

SEND1NGSTRE,SS

Tul AL.STRESS

ALLUHASLESTHKSS

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

294O I'96CR

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

OVERSTRESSPRESSUHE UEN()fNQsrHLSS 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 ALLUwABLEPUlNT TYPV NUGAE,R STRESS STRESS

cn 380C7

380I

S90

o S90

4 i) 0

CR

CF

4DU

. 4l 0

410

411

all4c~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 HESTDYNNUB rI AL uf'E tt A 7 IOt<

ygUA TTrtU"BEtt

TfitaLSTRESS

OYERSTHESSPfIVSSUHESTHI.SS

ALLU~ASLESTkESS

HKHIIEH1YPI'EN I) IN4

STHEQSrtutt EPuTrlT

l l o l.

1124.'S95.

1~95.'~95.'b31.

1494.

127S.'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

13CH

13CB

13

26230,tt71

13 26230,

26230.

2ti230 ~

26230

'6230,

2623o.

26230,

26230

'623',

2623o.

26230

't60

13

itgu

13Sou , Ck

1 dtl5.13ttU

1244.

1454.

l35t0 cfr

flu FL

52tt E.L

'l92.'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 Af|DENnA (NNS PIPING)ALL STRESSES IN PSI

"t()W-~iUGLEaa SSVETV ti'i«S) P1PlWG

Nur>KPuln T

VETOER EOUA'I I QNNUt'0ER

PRESSURESTRESS

Ot.NDINGSTRESS

T01AL ALLDNABLESTRESS STRE$ S

avEfesTRVSS

V1C)

ICOCII

4D

I

530

i 5tlOI

'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;'1ALL VTHh884,8 IN PSI

NnN-NUCLEAR SAFETY (NH8) PIPIN4

NUl)E

POINT]IEHl)FHTYPE

EOUATt)UI'SUER

PRESSURESTKESS

bEI)DlNGSTHESS

TOIALSTRESS

ALLUWABLESTHESO

UVEHSTHESS

oil620

,I

~o2O

63ptDI

@50I

4D640

E.L

El

CR-

13

13

.13

1656.

1610.

6l5.

575'75

~

547,

1~5S.'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 (Nt<S VIVIttG)ALL S)HF-SSE8 IN PSI

NAtl NUCLEAR SAk:t: FY (N'"8) PIPING

NunE r~eollEFt EaUATTLtNPUINT TYpk. Nu~flE,R

PHESSUHE8 THE';SS

UEtip INGSTHESS

TulALSTHESS

ALLUwAHLESTHKSS

OVaSS rktk SS

tu

202

30C)IOIO

40

CR

EL

t.L

50

b4

Clt

CR

l.R

CR

bl , CB

61 EL

70 KL

CR

80 , CR

90 All

13

13

13

13

13

l3

13

13

13

13

4obl.

3599,

35991

3437.

4204

'460

~

2829,

3o52,

3052.

3453.

3453.

3455.

4244

'505.

4u61.

3599.

3599.

3437.'204.'460.

2029.

3M52.

3052.

3453.''I

53.

3455.

4244.

3505

2558

'bo,

lo38.

2488.

760

fU3$ .

2853,

'053.'6805,

26205

'620'5

~

26~o5.

262o5 ~

26205,

26205 I

26205

'6205.

26205

'62o5.

2b205.

262n5,

262o5.

26205't

6 i'-o5.

26205,

262n5,

LUSb OV LQAO Y6CNG65 7/23/80 . NESTDYN

EQinlION >3 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

nonaPolNT

ME,HUEHrvpt

EQUATNUNBER

PHFSSUHkSTHkSS

UkNOINGSTHESS

rolALSTHESS

ALLovABLF.'THESSOVEHSfHFSS

14c1 EL

15)'5v

CR

160

lbu CR

170

17u

l80

18i

kL

190 ~ CR

goo CH

9u

1 1 u HU

m 12uCDI

120I

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 LSTKESS

f:.OUAT TuttNUteHLR

llYFH8 f HLSSPHESSUHESTRE,S5-

At LUwaPLESTHESS

tff.t<t)INGSfHESS

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~

I00EDl

ED

IED

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

fbb8E.L

1190.13260 E.L

fVf8~

1022

f022.

fSf4.

.260

2/0

13270 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"

tvQDhPUlwf

~f;NbVKfYPk

gUATTUNNUt'>E'ER

PRESSUKESTRPSS

hE finI tvG

STRE.SS7 f> fALBTKF-SS

ALLIJgABLESTkKSS

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 EOUh1tDNPuler SVpt NII<'HER

PRESSUI'<ESTRESS

fiE

lion

I H6 TO14LSTRESS STIRLESS

ALLUWaBLESTRESS

1)V~VSrRaSS

CAC7

ICOC)I

C)

IED

>70 CR

38u CR

SSu R

390 CR

CR

4 II Ii CR

(I 0 Q CR

ilfp CA41'R411 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 EOUATTUNPU1IIT TYP" NUI'!BE,R

PR<SSUHF.STRESS

Ut,NDINGSTHESS

T[) f ALSTt(E SS

ALL()NABLE;STHFSS

OYE.HSTHE.SS

C/lCD

IC)CDI

CD

ICD

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.

1I.'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

oYbCNbbS 7/23/80 WfSTDYN

EUUAT IllH 13 STHf SS A<'ALYSIS

NON NUGLE.AH SAf'fTY (<~'"S) PIPIH6

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

NUDE.PUJrlT

lifQUEteT>PE

AUA'THUNt<lJ'>UER

PRESSURESTRESS

UE,HD INGST HE'.SS

TQIALSTHESS

"ALLuwAtlLESTRE;SV

UVt!HS t Rt:SS

S4n

S40I

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

o36.'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 IONPUINT I YP4 NIJi"tiEB

PgESSUHESTRESS

OENDlNGSTRESS

TOtALSTi<ESS

ALLUHAgLESTHVSS

0VEHStHESS

bl1

b20

-I 620

oo 630C)I

630IC)

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'HPuir~ I T r PL

o Iv

20 CH

I: WtjA I ruNIIll"llk'll

13

PI<LSSI>HkSqHLS6

kit;)VI)1NbS I Hk:.SS

lb50.

1582

'542,

1512,

1849

'292

'05b,

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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 ElectricCorporation, 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. GinnaNuc ear Power P ant, October , 9 9.

5. Reactor Buildin Seismic Anal sis Res onse S ectra, Ginna StationSeismic 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 of831.1-1973. 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 totalnumber, l~, of full temperature cycles over total numbe" ofyears 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 allcycles 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 /aTEr

SDTAR-80-05-03104

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 basicallowable stress and the allowable stress range rom Eq. (1) are:

Materia'I

l. phiz 7.vs~ so+

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