ML20116J812

Rev 0 to Piping Analysis CR-6 Rev 0:Main Steam from Pen 201 to Turbine Stop Valve

ML20116J812
Person / Time
Site:	Crystal River
Issue date:	09/23/1994
From:	Cane G FLORIDA POWER CORP.
To:
Shared Package
ML20116J740	List: 3F0896-06, Forwards Listed Info in Response to Request in for Addl Info Re Util Evaluation of Operability of Two Main Steam Hangers Found to Be Bent ML20116J805 ML20116J812 ML20116J819 ML20116J825 ML20116J936 ML20116J952 ML20116J988
References
M-75-0013, M-75-0013-R00, M-75-13, M-75-13-R, NUDOCS 9608140083
Download: ML20116J812 (28)

Text

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Florida INTEROFFICE CORRESPONDENCE Power

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coaPoa^t'o" Nuclear Engineering C2'I 2 31-OlI2-orrca mac w

SUSJECT: Crystal River Unit No. 3 i

Quality Document Transmittal Analysis / Calculations File: CALC To: Records Management NR2A The following analysisfcalculation package is submitted as the QA Record copy:

occuoim;occuief outacaro.nu=ue arv erstosse vora r.ou rw.s.,ns%o/g i

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PDR ADOCK 05000302 j

P PDR NOTE:

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Use Tag nurnber onty for valid tag numbers 0.e RCV 8. SWV 34. DCH-99). otherwise; use Part number f.eid 0.e.. CSC14599. Act459). If rnore space is required. write *See Attachment' and list on separate sheet.

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Plant Document Revww Requwed O Yes $ No Pao ICALCl-FPES. W s'aaadt

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i-P"#--I N da c..o....e.r.PLANT DOCUMENT REVIEW EVALUATION i

Pw W W TYPE /14 Amp 10 es (VMaa?W l

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PARTI TauCno.ti: C

. ooou,ne ed.es. and na. % e,*aiency w-me,s.,u to an plant documenen. The oteinator of any of tww documente is requhd to deurmine which,9 arry, plant organtissons ehoidd review tw 4

j subject document for impact. The originator shoved use me best judgment to make ede cur:-# -. based on me nemas of tw changes. Iin doubt as to whether or not a plant organita#on should review a partcular document, t le suggested fut tw subject 8

8 organtandon be contacted.

l The CHeinster is to check tw appropriate bones below and attach to me subject packa0e as latown.

l Cakadations. heert beNnd Analyels/r' alm =am Transmittel OCNs. heeft behind OCN pa0s 1 l

PEEffs heart behind PEUE paes 2 Cops. heert behind ocP pees t The abow referenced document must be metributed as sonowe.

E No noview Pequired O supe,woor, operation. engine.rtne a suppo,i O s.nior neaaoon Proi. coon engine.

O unne u., unint.n.n.e O unneo.r.sne Nucisar s.,vice.

O uan.eer, u.ar Plant Technmal Support O om.w:

f aus s m i cars l h htf SSVWM4f f

pleton of Part I, attach to the subject document checa

• Pant Document A view Aeovire( blocar. as sooncable. and a4 to kluci.w Eno Oe.tr for distribu6on.

CH)Ps. Dettbute with Attachmente Calos Detrbute wtth Transmmal Memo. Summary. PEERE Dstribute wMt Aftachmente. DCNe. Ostibute wHh Attachments and Drswinge PARTE stSTRUCDONS: Upon receipt of to subject document, tw senigned novieww entwo tw neviewing Department' name below, reviews tw

'W document for impact on plant procedures. and completoe tw ed* below.

suwnsee osrwmert ruuri AEVEw tuPAct EVAtuAnose: the abow retwenced documed has twen reviewed and evokened as sosows:

O n.4o c. no,uwd O asson no,uir.d: The twiow isied documenig is anecied and requw.,ovi. ion and/or otwr ac.on. as in<ncaiad e.,. g wr,a e tww Procedure, void a procedure, een)

DOCUMENTS / ACTIONS maafww m monfmn y

upon compieson, soreud 'ealuenon torm so!r to Nucenar Document Contal 9554

• 9 ihe supw teor or designee acw a me originator or movie-w. tw appacabie originatorW bloc

• ehould tw NAM.

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ANALYS:S/ CALCULATION DOC 10 *M-X'60/3 ATT

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CR-6 i

l Ysta Steam from Pen. #201 to Turbice l

Stop Valve 1

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7/23/69 Rev. 1 l'/10/70 O

OESIG:: Er/I?d CIT.TITICATIO!!

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8 certify that I have independently reviewed I,

m Ecsponsible Engineer the design for CR-6 Main Steam f rom Pen. #201 to Turbine seen valve Gtructure, System, Component of the Crystal River Unit 42

, that 10 being designed for Florf da Nuclear P] ant Power Corporation

, in accordance with the GAI DESIGN REVIEW PROCEDtRE; moreover, this design review has been conducted in such manner that the information documented herdith does to the best of my kno.tledge meet the design intent and has covered the following areas:

(

Y Design Criteria ANALYSIS / CALCULATION DOC 10 *N-75 -6C/3 ATT

• X Applicable Codes and Standards REV O

SHEET __2 - OF-22 X

Calculation Approach 7

Mathematics of Calculations or Cx:putar Solution PSAR Camitf.ments 1

Other (See Attachment)

S. F. Ferrarello Name Piping Engineer Title Pining Engineerinn (Oh30)

Department January 7, 1975 j

Date

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IT input errors cause hich stress, return to ana3yst for reana3ysis.

b.

If hiCh strecs exist: with no input errors, return to support designer.

l CA3E 2) STRESG I:3 LES3 THAN ALIDWABLE a.

If there are no input errors proceed to :iupport Load Cu.: mary.

b.

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ANALYS!S/ CALCULATION 90C 10 M7f"90/3 ATT

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EVALUATION OF IDADf; REV O

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3 send load cheets to designers for Independent De:ign Review of the the supports.

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LOCATIONS OF HIGHEST STRESS POINTS FOR 24" MAIN STEAM LINE FROM P

1. 201 TO TURBINE STOP VALVE.

References P-304-011 Analysis # CR 6 O

P-304-012 P-304-025 Number Location S tress (PSI) 1.

Connection to Valve MSV-44F 2' 6" West of MSH-219.

25,491 2.

Connection to Valve MSV-39F l' 3" East of 24,300 MSH-219.

3.

Connection to Valve MSV-47F 7' 6" East of 23,941 MSH-15.

4.

At MSH-219.

21,203 5.

Sonnection to Valve MSV-35F 3' 9" East of MSH-219.

20,949 i

• 6.

3' 4" Weae of MSH-1, 19,224

• 7.

9' East of MSH-1.

18,784

• • 8.

13' North of MSH-9.

17,019

• 9.

Connection to Turbine Stop Valve Assembly.

12,698 t

• 10.

9' below conntecion to Turbine Stop Valve.

.12,500 i

11.

f F.W. 280 Connection to Penetration 201 at Reactor Building.

12,347

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12.

At MSH-15.

12,316

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13.

l' West of MSH-15.

L1,930

$.NALYS'S /C.' LCULATION 14.

At MSH-123 7CC 10.d4 6 ATT *

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+.

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In Turbine Building.

Turbine Side of M.S. Isolation Valve MSV 413.

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j Note:

AEC Stress valg for which breaks are to be postulated is 30,000 pai.

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GILDERT AS$0CIATES, it:C.

T1orida Pe er Corporatica Pote_!_of/c 4

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[NCNEC A$ AND CONSULI ANTI

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-976

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Sheet No.

seisate 2 ?t.12 n.2 Cc 3:

<,f4 2G92 t o GC-LI V 9'l therral 22 % lc4Mi

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s Mk. No.

analysis Mx W

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Sheet No.'

seism.ie gg l

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l point ///)

nilov. Iced (-)I

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analysis Mr W

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M1A/-79 deadioad 9jg

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Sheet No.

seismic GV

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GILGERT ASSOCIATES,IrlC.

Florida Pc.cr Co.poration Puce P of d i

ENGINEEE1 AND CCHitJLTANTS

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M203.C71 R E ADING, P A.

C775tg1 River Unit g3 cance=at==_A-**'s 3,n g,

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Sheet No.

seismie i

7/rv therral o

Type cale. load (+)

7/Zv

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Analysis cale. load (-)

.g point //1 allow. load (-)

tot. No.

analysis Mx My Hz Fx 8

Fz r.

F 7.

deadload ggvc Sheet No.

seismic jy f

.? 3 t o ?_

thereal o

s Type cale. load (+)

55sV

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Analysis cale. load (-)

Point 4b allev. Ice.d (-)

Mk. No.

analysis Mx My Mr.

Fx l @ '

Fs deadload gg rfn 3 Sheet No.

scissie e/t,4/

t. * * * *. -

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y cale. load ( )

Analysis

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4 GILDERT ASSOCIATES, it'C.

Florida Pever Co.peratien Pare 1 of 4 A

[NCINE CE1 AND CONSULr ANTI paCJC:7 a e.

]

C W 203 C71 8tEAD'd'. PA-Crystal River Unit.73 omoi= Ate =

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point allow. Icad (_)

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Sheet No.

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)Dt. No.

ana1ysis Mx My Mz Tx Fz

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seis=1e e,,.

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GILGERT AS5CCIATES,IriC.

Florida Po er Cerpentien P3Ce '/ of 'S Cha t% 7

• 8-ENCINEEK5 AND CCN1 ULT ANT $

.aQJg*T Ch k203.C71 R E ADiHC. P A-Orystal P.tver U~.it 42 o*> c' = ^ t : *.e

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+

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dead 1 @

C33C 57< r./l Sheet No.

seismie I

2 o s o Up therm 1 o

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cale. load (+)

9 og g Type S.'c aJ s allev. load (+)

Analysis cale. load (-)

Point g,7 allow. load (-)

Mk. No.

analysis

' Mx Hy Hz Fx l@

Fs ML H - 7 deadioad 6590 Sheet No, seinzie

,g3

% 0oC brm1 c

s

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r,74/ e S ea

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1 *d (+)

cale. load (-)

Analysis point H~T nilov. Ice.d (-)

f Mk. No.

analysis Mx My Mt Fx (Zy,) '

Ts dead 1oad g,,5 MSH.B Sheet No.

seismic t/s

.. ~.

3e so B thermal e

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ggg j

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Analysis cale. load (-)

i

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. i

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• 82

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GILGERT A55CCIATES,INC.

Florida Pe.cr Corporatien Pace [ofE ENCINE EK5 AND CCNSULT ANTS

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j

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R E ADING, P A.

C775t3131yg p gy,it.73 Ok L203.C71 oRIGmafo4 M

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cascaavio=aca CR - /,i3 Pipe Supports

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analysis Mx My Mz Fx

@l Fz MI 4 - 2 7.fo deadicad o

s Sheet No.

seismic l

vp y

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thenal o

Type calc. load (+)

, g., g,/

~

//yee o o allov. load (+)

Analysis calc. load (-)

.).,,

Po2t f/ 7 allow. load (-)

Mt. No.

analysis Mx My Hz !

Fx Pz 615 f t. y dead 1oad gfyo Sheet No.

seismic

.3 o t o i ther:ml o

c s

i.; C 0 o

TYPE

_ cale. load (+)

mgy f 9,,,y, allow. load (+)

' ~ ~ ~ ' ~ '

Analysis cale. load (-)

P

• 8L n13ev. Icc.d (-)

Mic. No.

analysis Mx My Mz Tx @I Q2; N5,b-ug deadioad e

o Sheet No.

scis:nic jyg y fr

?3i B therusi c3 r/

4 Type calc. Ioad (+)

,,,,,,f,,

ym

)

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e Analysis en1c. load (-)

jqg.. :, -;;

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1 GtLGERT ASSOCIATES, Itic.

Florida P er corperhtien Pace b of /0 i

3 ENClHC EK5 AND CCN5 ULT ANT 5

,,,,g.,

R E ADING, P A.

c773g31 p,gy,7 z.3gg.y3 Ok k203.C71 f

o*88'a^t:* e sesttu

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f'.if.,,~,,,.,,.

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cascatatio=aca CR - b3 Pipe Supports

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Comments i

j Positive directicas are shown here.

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.ANALYS'S/ CALCULATION

+g

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analysis Mx -

W Mz Fx Jy-Tz 4

i 8

M *. 4 - t o deadlead 4,/gf y t

Sheet No.

seismic i

'1 I

~3o \\ n o therral o

i j

saa' Type cale. loa.d (+)

V ', 2 /_,

1 l

5 P R e rJ fe allow. load (+)

Analysis cale. load (-)

PC2t //n allow. load (-)

s Mic. No.

analysis MK ME Fx

'M b

j

/.1114 -!? o deadioad o

o y

Sheet No.

seismic j.yg y., 3,

.B o tt t. o thezTal o

e s

Type calc. load (+)

m, a f5%

M=oe/as.v allow. load (+)

Analysis calc. load (-)

,.,p M

po n12ev. leed (-)

Mir. No.

analysis MK Hy Mz Fx hl Ts M.* H - 1I dead 1oad y9y Sheet No.

seismic

?p

.r

.ii ther=si e

i, 3 Type cale. load (+)

,f9 9 g fp,*.,)., -

allow. load (+)

e j:

cale. load ( )

Analysis

.____._...._-("I Pg"* f/P allow. Icod SAs 383 min. ta.M

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1 GILGERT A55CCIATES, it C.

Florida Pever Corporatien Pace _2,, of /'.,

ENClHE CE$ AND CON $ULTA*eT1

,,,,ggy R E ADIP'C, P A.

g773gg1 pgy97 g3gg g3 N-D 3*C71 3 elf gas C RIGen AT 04 Mf*

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- - - - - ~ ~ - -

--CC C L3 'S'-

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analysis Mx My 12 Fx M

Fz I

I i

A75# /?

desdicad y gv9 p

Sheet No, seisn:ic zz l

'? % 5 i. r thert:a1 o

j

, e 5 #

Type cale. load (+)

g g7, allow. load (+)

Analysis cale. load (-)

Point pg allev. load (-)

Mk. No.

analysis Mx Hy Mz

[Fx)

Fy Fz f.e_n7 deadicad o

Sheet Nc.

seisrie f,, ~y

~

thertal o

s Type cale. load (+)

uv 2.

p %,,..o.,,

allow. load (+)

Analysis cale. load (-)

point #9 allev. Iced (-)

Mk. No.

analysis Mx My Mz Fx Tz I

/ U /i -1.y deadlona 77og Sheet No.

seis: sic g,79 c 1

ther=si 2 i 13

~ 7 Type cale. load (+)

gyz 7 1

• 3

)

I l

~

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Analysis cale. load ( )

5

..... _.... _-(I

~3* "

• allow. lood jfg

~

GA8 363 At b.14* U

. _..._ - _ ~.__

,n-,

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GILBERT A55CCIATES, it:C.

Tierida Pe.cr Corporatten PnEe 3 of 'U-cucmctns two consm.mts

...,c.,

Ok_k203.CT'~

R E A3iwc. P'-

Crystni P.iver Unit #3 f

om e n. s t = = f

. s.: ?. w '.C

~'"c'

,. j' ~.,

n, e t//.' i ~ /

a cssen atic* sea

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//7/'Ai onn

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Positive directions an shown hen.

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analysis Mx W

Mz Fx J3' is) a o

8 7" d - ! M deadicad Sheet No.

seismic 2.5fo S'3/c, ther=1-o o

Type cale. load (+)

-. i r.-

<- - o

~

allow. load (+)

p 4 3e r Analysis cale. load (.)

_p,,

% ^ $

p T-allow. load (.)

Mk. No.

analysis Mx W

Ms Fx g

Fs

.p.

r. ~> j r deadioad j eg e. t i

Sheet No.

seismic gjc therrutl

./497 w

Type cale. load (+)

2 7 o !~;

P, e. s e allow. load (+)

Analysis cale. load (.)

point # f.)

allev. Ice.d (.)

Mk. No.

analysis Mx Hy l

Mz Fx Jy)

Fs

/AS V. I y deadioed q z.jo Sheet No.

seismie

/ Mn therr.31

/ 5 2.

Type cale. load (+)

c, 3 I z J

/A o, o allow. load (+)

Analysis cale. load (-)

)

W l

I b

i 1

GILGERT AS5CCIATES, Itic.

Florida Po.cr Corporation P3Ce 9 of a 3

N (NClH C CK $ AND CCN$Ut.7 ANT $

,g,7 R E A DIN G. P A.

Crystal River Unit 43 ok k203.c71 j

on Gih AT:4.

Self ges

. /.s e.% h.1' gf osis ca6cnatio= sonCR - 6.3 Pipe Supports

'{

f

//f/95 onse i

Note: All loads act c:i pipe.

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GILGERT ASSOCIATES, It!C.

Florida Pc.cr Corporntion

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ENCtHEERS AND CCN5ULTANT5

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