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| 101 Cahfornia Street. Suite 1000. San Francisco, CA 941115894 415 397-5600 June 20,1984 84042.019 Mrs. Juanita Ellis President, CASE I426 S. Polk Dallas, Texas 7S224
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| ==Subject:==
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| Gibbs & Hill Responses to Pipe Stress Questions Comanche Peck Steam Electric Station independent Assessment Program - Phase 3 Texas Utilities Generating Company Job. No. 84042
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| ==Dear Mrs. Ellis:==
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| Enclosed please find four more Gibbs & Hill responses to Cygna pipe stress questions.
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| Feel free to call me if you have any questions or wish to discuss the enclosed documents.
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| Very truly yours, e e b'!A4 N. H. Williams Project Manager
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| %J NHW:Jw Attachments cc: Mr. S. Treby, U.S.N.R.C., w/attochments Mr. D. Wade, TUGCO, w/o attachments l
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| Mr. G. Grace, TUGCO, w/o attachments Mr. D. Pigott, Orrick, Herrington & Sutellife, w/o attachments k
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| rOs r IL SM2;2gc;3e%jg ,g i
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| / Mrs. Juanita Ellis June 20,1984
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| ,,' h PreslJent, CASE s Page 2 a .
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| y -s ,.
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| + ATT6.CHMENTS' '
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| a , o Gibbs & Hill letter from R. E. Ballard to J. B. George, GTN-69116, June 14,1984; Texas Utilities Generating Company, Comcnche Peak Steam Electric Station, G&H Project No.
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| 2323, Follow-up infermation from C&H, Ref.: Cygna Communications Report of 5/24/84.
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| I Gibbs & Hill letter from R. E. Baliced to J. B. George, GTN-69071, June 5,1984; Texas Utilities Generating Company, Comanche Peak Steam Electric Station, G&H Project No.
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| 2323, Follow-up Information from G&H, Ref.: Cygna Communications Report of 5/24/84.
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| , Gibt, & Hill letter from R. E. Ballar'd to J. B. George, GTN-69105, June 12,1984; Texas Utilities Generating Company, Comanche Peak Steam Electric Station, G&H Project No. '
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| 2^i23, Follow-up Information from G&H, Ref.: Cygna Communications Report of 5/24//84.
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| l Gibbs & Hill letter from R. E. Ballard to J. B. George, GTN-69087, June 6,1984; Texas UtilitWs Generating Company, Comanche Peak Steam Electric Station, G&H Project No.
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| l 2323, Follow-up information from G&H, Ref.: Cygna Communications Report of 5/24/84.
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| _G_ibbs S Hill. Inc.
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| 11 Pom Plaza New Wik, New Wrk10001 212 7 ML wax: 4438
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| . Domeste:127636/968694 Intematonal:428813/234475 A Dravo Company June 12, 1984 GTN- 69105 Texas Utilities Generating Company Post Office Box 1002 Glen Rose, Texas 76043 Attention: Mr. J. B. George Vice President / Project Gen. Manager Gentlemen:
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| TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK STEAM ELECTRIC STATION G&H PROJECT NO. 2323 FOLLOWUP INFORMATION FROM G&H REF: CYGNA COMMUNICATIONS OF 5/24/84 By copy of this letter to Nancy Williams of CYGNA enclosed please find the supplemental response to Item 1 of their Communications Report, Job No. 84042 of May 24, 1984, transmitting a copy of the " office copy signoff sheet" for Qualification Report FQP-5A-1.
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| Should you have any questions contact Henry W. Mentel Very truly yours, GIBBS & HILL, INC.
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| M Robert E. Ballard, Jr.
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| '9(%P Project Manager REBa-HWMe:sce l' Letter
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| .cc: ARMS (B&R Site) OL N. Williams (CYGNA, Calif.) 1L, lA f Weingart j YGNA, Calif.) lL G. urace icePE Site) IL, lA D. Wade (TUSI Site) IL t
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| EMEAWlMes. ANO 5*ECIFICATIONS. ,
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| JAN 291980 " MM
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| #"'"#'"" #^ "" " 1 TEXAS UTillTIES SERVICES7 INC* Gians & Hii.t INo.//s/,,..f-ggfeyg*
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| * COMANCHE PEAK STEAM ELECTRIC STATION t===s. ==<==. 10 c======>.a. -<- 7r- .
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| G & H JOB NO. 2323A ,
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| OFFICE COPYco-oorr ' i
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| ? DRAWING NUMBER .NO. TITLE 1 2 3 4 5 6 7 8 9 le tt 121 1019 30 2122 23 24 25 26 27 20 29 30 3132 33 34 35 38 37 38 38 4B 4142 43 44 45 48 4140 40 50 5152 1
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| '11 Pem Plaza New Wrk.New York 10001 212 7ML 4438 Telex:
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| Domnte:127636/968694 Irnemational:428813/234475 A Dravo Company June 6, 1984 GTN-69087 Texas Utilities Generating Company Post Office Box 1002 Glen Rose, Texas 76043 Attention: Mr. J. B. George Vice President / Project Gen. Mgr.
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| Gentlemen:
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| TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK STEAM ELECTRIC STATION G&H PROJECT NO. 2323 FOLLOWUP INFORMATION FROM G&H REF: CYGNA COMMUNICATIONS OF 5/24/84 By copy of this letter to Nancy Williams of CYGNA enclosed please find the response to Item 8 of their Communications Report, Job No. 84042 of May 24, 1984.
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| s In addition find a copy of the welded attachment calculation log to facilitate CYGNA in their further reviews. This item was
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| . requested verbally by Mr. Lee Weingart of CYGNA in a telephone
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| ! call on June 4, 1984.
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| I Should you have any questions contact Henry W. Mentel.
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| Very truly yours, GIBBS & HILL, Inc.
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| REBa-HWMe: 1c Robert E. Ballard, Jr.
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| 1 Letter Project Manager l CC: ARMS (B&R Site) OL l N. Williams (CYGNA, Calif.) lL 1A j L. Weingart (CYGNA, Calif.) lL G. Grace (CPPE Site) lL 1A D. Wade (TUSI Site) lL
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| -.._................. 9< es
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| * ln.p.(o Ap.g f DATE MAFliM SUPPORT PIPE
| |
| - y-..
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| No. ENGN PIPE ATT. TYTE RECElVED RELEASE 0
| |
| .: , .. ,.. f.udjf lI TYPE.
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| Sing
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| ------.- ~.
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| * ATTnGW1ENT S CONNENT$
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| ,13 -
| |
| ( ,, Gibba S Hill,Inc. ___ ____
| |
| =
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| k e'
| |
| 11 Pem Plaza New Wrk, New Wrk10001 212 7%L 4438 wwx: -
| |
| Domestic:127636/968694 Intemahonal.428813/234475 A, Dravo Company June 14, 1984 GTN-69116 Texas Utilities Generating Company Post Office Box 1002 Glen Rose, Texas 76043 Attention: Mr. J. B. George Vice President / Project Gen. Manager Gentlemen:
| |
| TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK STEAM ELECTRIC STATION
| |
| ~
| |
| G&H PROJECT NO. 2323 FOLLOWUP INFORMATION FROM G&H REF: CYGNA COMMUNICATIONS REPORT OF 5-24-84 By copy of this letter to Nancy Williams of CYGNA enclosed please find the responses to the following items:
| |
| Item Description 32 Plot regarding G&H mass point study 34 Plot regarding Relap/Ansys match-up.
| |
| Should you have any questions, please contact Henry W. Mentel.
| |
| Very truly yours, GIBBS & HILL, INC.
| |
| -a54g- obert E. Ballard, Jr.
| |
| REBa-HWMe:sce Project Manager 1 Letter cc: ARMS (B R Site) OL
| |
| ({N. William]s (CYGNA, Calif) IL, lA (Response to Item 34 only)
| |
| L. Weingart (CYGNA, Calif) IL 1A G. Grace (CPPE Site) IL, IA lA (Response to Item 34 only)
| |
| D. Wade (TUSI Site) IL
| |
| ~
| |
| Dravo
| |
| | |
| 4
| |
| .s
| |
| ~f Attachment to GTN- 69116 Item 32 -
| |
| Attached is a geometry plot of the main steam loop for which a time step and mass point sensitivity study was performed.
| |
| The additional degrees of freedom are marked in red.
| |
| Item 34 - Plots of axial forces on supports.
| |
| Attached are plots of steamhammer forces on axial restraints for main steara loops 1 thru 4. Also included are the plots of the net unbalanced forces for the associated legs.
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| 9
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| DOCU\/1ENT ..
| |
| {
| |
| PAGE L - -
| |
| PU _ LED i
| |
| A\O.naom -
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| NO. OF PAGES -
| |
| l REASON-O PAGE ILLEGIBLE:
| |
| O HARD COPY FILED xY: PDR CF OTHER
| |
| / /
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| O BETTER COPY REQUESTED ON
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| . O PAGE100 LARGE TO RLM.
| |
| % HARD COPV FILED AT:
| |
| PDR OTHER h ,
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| FILMED ON APERTURE CARD NO. bh/9/9dd93 -d/
| |
| | |
| \
| |
| i Gibbs S Hill,Inc.
| |
| 11 Penn Plaza New Wrtd New Wrk1000f'
| |
| , 212 760L 443g
| |
| ~
| |
| c:127636/968694 Intemational:428813/234475 Mitt JUN14 #4 '*"
| |
| A Dravo Company -
| |
| June 5, 1984 GTN-6 9071 Texas Utilities Generating Company Post Office Box 1002 Glen Rose, Texas 76043 Attention: Mr. J. B. George Vice President / Project Gen. Mgr.
| |
| Gentlemen:
| |
| TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK STEAM ELECTRIC STATION G&H PROJECT NO. 2323 FOLLOWUP INFORMATION FROM G&H
| |
| ( REF: CYGNA COMMUNICATIONS OF 5/24/84 By copy of this letter to Nancy Williams of CYGNA enclosed please find responses to Items 1, 2, 6, 10, 14, 19, 21, 23, 29
| |
| ' and 33 of their Communications Report, Job No. 84042 of May 24, 1984.
| |
| l Should you have'any questions contact Henry W. Mentel.
| |
| l Very truly yours,
| |
| [ GIBBS & HILL, Inc.
| |
| REBa-HWMe:lc \ Robert E. Ballard, Jr.
| |
| 1 Letter Project Manager i CC: ARMS (B&R Site) OL .
| |
| l
| |
| . :. Williams (CYGNA, Calif. ) lL G. Grace (CPPE Site) lL lA IL 1A D. Wade (TUSI Site) lL h
| |
| Dravo 1 ra s k . r. &
| |
| i
| |
| : k. - ''
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| '~~~ ~
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| ._ _ _ _.__ o
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| GNA j3 .5 ~l L ; ;_{:" " "'
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| M WI
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| RECElVED JUN 7 1984 l
| |
| CYGNA - SAN FRANCISCO l
| |
| ,____w.-y+* * - **"""
| |
| | |
| r j .
| |
| =s. .
| |
| .~.- . . . .
| |
| ' .AUG 25,1978 - .
| |
| '\ . . , . . . ,,-......
| |
| .s.-
| |
| 't0 2 0142 0 .
| |
| J QQ rISHER c0 NTROLS COMPANY -
| |
| o
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| '. 4 G.
| |
| ll;nARsHAu.iovN; 10wA. -
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| .. .. .~.- ..
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| .e l' p g .y g d o -
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| ., GIT-2633 .**
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| . . . . , .. , ,..'.- , : w s .
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| i AT,T .. .
| |
| LARRY B0H- NS ACK/ .R OY sBRO DI N
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| . ^.. \ '.." . ',
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| . : . ~- .
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| :. . ~. ; . . : . .
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| . , . .f - -
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| . ' ,. .,. ., ,- . . , s 3,
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| . ....,,,l .. -
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| .n. . . . ,. . ; - 'l.
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| 7Si[.
| |
| ' ~ ~ .. .
| |
| 8 IUGC0 PURCHASE ORDER 'CP .00 78 :"
| |
| .. RESTRA IN T. 1D AD S
| |
| : i . %....* .. . .,,. .
| |
| ..' . . .- .T.e c >.
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| ~
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| : s. . . . . .. . . :. ... . . . ... ,.. . .
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| ' .. ., . CON, FIRM ING A PR EV 10 US-
| |
| . . . . . .mTEL ECON , .iTHE :PDLL OW ING A.R E THE
| |
| - f '
| |
| ' AND DIREC TION.~ OF 1.D ADS ;I.M. PO SED ON THE. .M. AIN . STEAM RELIEF .V AL VES
| |
| ^^f ' ' ; . , . . . .
| |
| RESTRA .
| |
| INTS: . 1. I'.".; q . . , . ,'/ . . ' . t '
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| |
| . . > :c . ..y, . . . _
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| - 11F.YOU HAVE ANY FURTU$R QUESTIONS, Pl.E ASE DO NOT
| |
| .e. ; HESI TA'TE 70 CO NT AC.T . tS . 1
| |
| ~' " ' ~. .
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| , -l - l .
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| 'CC: BY ELEX. IISI JCB SITE ATT
| |
| - A T. nC TANTEJUS .
| |
| t' * '
| |
| * CO NTRO L 'As t0 CI ATES - AT T: MR JO HN D INZIK '
| |
| \ - .
| |
| : 3. .. . .
| |
| FISH CO N MT .
| |
| n , .
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| r
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| * y . [, [OGf- ~
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| K/L WN /
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| v e.
| |
| FISHER CONTROLS COMPANY
| |
| .-g,c.,r;Uq/ss/7P *"S"^'===^==
| |
| .e.e...,e.. . .
| |
| : e. ..
| |
| (,pL, Seply fe FISHER CONTROL 5 COMPANY, R. A. Eaget Techelsel Center. P.O. Ben 11. Worshalltown, lowe 50155 September 15, 1978 .
| |
| Gibbs & , Hill, Inc.
| |
| 393 7th Avenue Naw York, New York 10001 Attn: Mr. H. R. Rock Project Manager -
| |
| Raf: Texas Utilities / Comanche Peak o Project 2323,P.O.CP-0600&CP-Of78 f -
| |
| | |
| ==Subject:==
| |
| Snubber Loads
| |
| | |
| ==Dear Mr. Rock:==
| |
| We have some questions regarding the snubber loads that G & H has furnished. The loads given are:
| |
| Specimen Load II* 580 lb. (parallel "
| |
| & perpendicular to pipe)
| |
| III* 950 lb. " " "
| |
| V* 2350 lb. " " " "
| |
| IIA , 212 lb. (parallel to pipe) 425 lb. (perpendicular to pipe)
| |
| III* 3600 lb. (parallel & perpendicular to pipe)
| |
| *Telecon with Ed DeFlorio (9/11/78)
| |
| A G & R Telex GTT-2633 (8/25/78)
| |
| We would like confirmation as to the meaning of these loads. Are they due 'to relative motion between the wall and valve assemblyj seismic motion j of the valve assembly, or both ? t In our seismic analysis we input the snubber loads due to relative motion
| |
| , between the wall and valve assembly as a constant force. The snubber loads due to seismic inputs are determined by the computer program. Then, the resultant loads are determined and snubber size selected accordingly.
| |
| S
| |
| : c. . . -
| |
| t
| |
| 'L' O V
| |
| * Gibbs & Boll, Inc.
| |
| j Atta: Mr. R. R. Rock .
| |
| ~
| |
| | |
| ==Subject:==
| |
| Snubber Loads '- (continued)
| |
| Please confirm the meaning of these loads. If they are not due only to relative motion then please furnish such values. -
| |
| We are at a acandstill on Specimen *a.II''III, Y, and:III until we receive the information.
| |
| Tours truly, FISHER CONTROLS COMPANY '
| |
| g .
| |
| , . . .,. . . .. . Roy R. Brodin 3.
| |
| . Sr. Engineer s . .. ..
| |
| ..s- ... ..
| |
| .y *5.q ... .
| |
| fa .
| |
| . z,. r . .. . . , . . . . . . . ....
| |
| .. . .s. .
| |
| . . .. . \ . .. .
| |
| . .. .s.-
| |
| E [88 *l <! .ssv- .
| |
| . .v .. .. . .
| |
| o ec: Larry Bohnsack
| |
| . :. Fin Chang . .
| |
| ,. . , , , , , , n , . ... c~ 4.. f. . . . , ,s. ,
| |
| .- Barb Rich .
| |
| . . . * . . . . . .. * .. . , s.** '
| |
| p -
| |
| * 4
| |
| | |
| e ,_ - . . . , - - - - . . - - .
| |
| .e'. . . ..
| |
| FISIIER CONTROLS COMi%NY
| |
| , MAltSIIAIJ. TOWN, IOWA SoEW6
| |
| * aervennaves se=rees. eenneesserv l O October 11, 1978 (CVN 58M) -
| |
| Gibbs & Rill, Inc. .
| |
| 393 Seventh Avenue New York, N. Y. 10001 ,
| |
| Atta Mr. B. R. Rock
| |
| . Project Manager
| |
| | |
| ==SUBJECT:==
| |
| Submittal of September 25 and 26,1978 Meeting Minutes for Your Approval.
| |
| | |
| ==REFERENCE:==
| |
| Texas Utilities Services Inc.
| |
| * Comanche Peak Units 1 & 2 Gibbs & Hill Specification 2323-MS-600 & 2323-MS-78 Nuclear Safety Related Cr.ntrol Valves .
| |
| Fisher Order Series 1-63900; 1-63902 & 1-63500 j Gentlemen: -
| |
| 4 .
| |
| : l. .
| |
| Attached is a copy of the meeting minutes from the September 25th and l 26th meeting at Fisher - Marshalltown. Also attached is a copy of Herb .
| |
| Rich's September 25th letter that was intended to be submitted at the i
| |
| meetins. .
| |
| If there are any cosaments or questions as to the contents of these adautes, please do not hesitate to contact us. -
| |
| ~
| |
| Sincerely, . *
| |
| * FISBER CONTROLS COMPANY f AFf y . J -
| |
| Scott / Larry Bohns EL/13Br ,
| |
| e anel. .
| |
| .e .
| |
| : m. _ e i
| |
| | |
| r - - - - . - -
| |
| $. .,* .' * . . ressesacomo6sc y
| |
| .- -2
| |
| * ec - Control Associates .
| |
| Atta: John Dinsik (1L)
| |
| Fisher Controls Co. - -
| |
| Atta: Chuck Colwell (1L) -
| |
| Berb Rich (1L 1E)
| |
| Den Dombrosky (11., 1E)
| |
| Roy Brodin (1L, lE)
| |
| Dick Baumann (1L,1E)
| |
| Larry Fleetwood (1L, IE) ,
| |
| Jim coulter (IL, 1E) -
| |
| Jim Ricks (1L, IE)
| |
| Ron Schwarz (1L 1E) -
| |
| Addressee (4L, 4E) *
| |
| ;- Texas Utilities Services, Ir.c. (3L, 4E) j- Atta: Mr. J. B. George l Project Manager - Nuclear Plants ,
| |
| Brown & Root Inc. (2L)
| |
| Atta: Mr. L. A. Ashley Texas Utilities Services, Inc. (2L,1E)
| |
| ; Atta: Mr. J. T. Merritt *-
| |
| Carroll Craves (1L, IE)
| |
| * Ed Gibson (IL, IE)
| |
| Richard Wolantejus (1L, IE)
| |
| : 3. J. Murray (1L, IE) -
| |
| Texas Utilities Generating Company (1L, IE) 3 Atta: Mr. J. C. Kuykendall -
| |
| Gibbs & Hill Inc.
| |
| * Atta: Ed Deflorio (1L', 1E) i ''
| |
| s Arnaldo Adorno (1L, IE)
| |
| ! 8. T. Chau (1L, 1E) ,
| |
| Fisher Continental .
| |
| ; Atta: Nick Lagios (1L,1E) .
| |
| ee
| |
| * e
| |
| .O 4 e e
| |
| -m,---n, . , - - . - - , , -,,,w--,wn,,-w-,-w,.-m,ee,,_en,,mm,--.,- - _ , , - - - ,mm,~me,g,- ,,,, -a m__, v,w,-,rm_ ,,w_-,
| |
| | |
| F ..
| |
| Minutos of aesting hsid at Fishcr Controls in Marshalltown, Iown bntween '
| |
| representatives of Fisher Controls Texas litilities, and Gibbs & Hill on September 25th and 26th. .
| |
| ATTINDEES: September 25 September 26
| |
| . Dan Dombrosky - Fisher Dan Dombrosky - Fisher Scott McLagan - Fisher Scott McLagan - Fisher Boy Brodin - Fisher Larry Bohnsack - Fisher
| |
| .. Larry Bohnsack - Fisher Jim Coulter - Fisher Dick Baumann - Fisher Jim Ricks - Fisher Larry Fleetwood - Fisher Ron Schwarz - Fisher Carroll Graves - TUSI Carrpli Graves. - TUSI Ed Gibson - TUSI Ed Gibson - TUSI Richard Wolantejus - TUSI Richard Wolantejus - TUSI Ed Deflorio - G & H Ed Deflorio - G & N Arnaldo Adorno - G & H Arnaldo Adorno - G & H John Dinzik , Control Assoc. John Dinzik - Control Assoc.
| |
| e September 25
| |
| .A. Roy Brodin requested clarification of the snubber loads given to him 1 Treviously by Gibbs & Hill. Roy and Ed Deflorio took this up with the applied mechanics people in New York and came .up with an answer sufficient yE['
| |
| for Roy to proceed.. Roy will follow-up with a letter confirming the decisions arrived at on the phone.
| |
| s O 3. The use of 10 Mrad also prompted a discussion of the appropriate design life of elastomeric components on coritrol valves.
| |
| by Rich that Fisher's understanding of the location of all valves outside It was stated
| |
| , , .. containment were either in the safeguards or auxiliary buildio gs other .
| |
| : .:than in one high radiation zone and, therefore, the 40 Mrad normal and
| |
| . accident specification was an integrated dose. G & H indicated that ig i
| |
| ~2 bis was not previously made clear and that, presumably, 40 Mrad could I
| |
| . 4e. accumulated rapidly. It was decided that Fisher would request a g Ego
| |
| . -deviation to clarify the issue suggesting that 10 Mrad is the ==v4=um i aurecommended for most elastomers.
| |
| l g .
| |
| JFootnote - A letter is attached clarifying the separation of the above
| |
| .-zissue from the NAMCO-ASCO qualification. :
| |
| l' T lierb Rich explained the problem;of sealing of conduit in the NAMCO i
| |
| : test program. This was the last;open item before acceptance of the I
| |
| .ASCO-NM1CO reports. Arnaldo stated that this seemed to be a generic
| |
| ; problem with electrical conduit and he felt Gibbs & Hill had a tentative
| |
| . --eolution. He agreed that this problem was not Fishers' and therefore ;
| |
| -the ASCO-NAMCO reports were acceptable. Fisher requested written acknow '
| |
| J
| |
| .Gadgement of the acceptance of the ASCO-NAMCO reports. Ses p h )pf.h
| |
| . .. p 2_. A $ on L
| |
| 99&
| |
| 0 .'._, ,
| |
| i '
| |
| l ..-
| |
| -.2..-.-.._. .. -- _
| |
| | |
| .. - - \
| |
| g .. ..
| |
| D.
| |
| * Fisher questioned the required action of the passive valves innide
| |
| # containment with Limitorque operators in case of an accident. Cibbs &
| |
| Bill stated that any valve with a required fpnction in an accident would '
| |
| be active and therefore passive valves had no required function during or after an accident. *
| |
| .* , I E. Cibbs & 11111 expressed concern over the variability of the snuhber attachments Fisher might come up with. The concern steamed from the fact that the snubber designed for may not be the one used in actuality.
| |
| Fimber agreed to attempt to design attachment with the capability of adapting to both the design size snubber and the next size smaller.
| |
| Fisher will also try to design the attachment hardware such that snubhcr attachment pointa exist on all four sides of the actuator. TUSI indicated that theIII,
| |
| .Jaction snubber attachment subsection NF. on the valve would not fall under ASME
| |
| - =
| |
| * 7.
| |
| TUSI expressed concern over the orientation of the actuator on top of the valve. Fisher explained that the only thing that might change if the actuator was rotated in the axis of orientation. It was agreed that 21 sher would define the y & x axis as thru the yoke legs and perpendic-salar to the yoka legs respectively, rather than parallel and perpendie-1 alar to the pipe.
| |
| . G. TUSI agreed to procure the snubbers for use in the test program. 1
| |
| - . fisher espedits will theinform TUSI of procurement the requirements as quickly as possible togg it time.
| |
| B.
| |
| Dan Dombrosky clarified Fisher's Quality Assurance Progran indicating
| |
| ~, ' tint Fisher had recently had some isolated problems in this area. TUSI j
| |
| agreed that this was a very. legitimate concern and proceeded to setup a r 45-audit for mid-Octobe:. Fisher reiterated that this was merely a melarification and should not be a concern and should be viewed that way.
| |
| .m$eptember 26 *
| |
| * 1Gibbs & Bill and TUSI stated that because delivery is vary critical,
| |
| '21 sher should ship valves regardless of whether seismic testing is glete or not. They also stated that they would assume any financial i l
| |
| , zisk arising from the shipment of valves before testing is complete.
| |
| %rroll Craves stressed that the control valves were now in the critical
| |
| ., path in the construction of the plant. This being the case, any delivery
| |
| : delays could directly affect the scheduled start-up date.
| |
| a
| |
| .O i . .
| |
| - -- . J - . - -
| |
| | |
| ( - -
| |
| 4 ..
| |
| : 1. There were several open items to be resolved in the manufacturing
| |
| ( area. ,
| |
| : s. Fishers' concerns in the areas of sognctic particic acceptance .
| |
| criteria and hysterisis testing were answered in a wire from
| |
| , Cibbs & Hill prior to the 9/26 meeting. _'
| |
| 4 e
| |
| : b. Cibbs & Hill and WSI approved Fisher's method of packaging i
| |
| valves 2" and. smaller. NHS 164 was revised accordingly and I . signed off.
| |
| )
| |
| : c. Fisher's concerns over' the wording in the sequential marking
| |
| . requirements were clarified by TUSI. NHS 164 was revised
| |
| -accordingly and signed off.
| |
| : d. Cibbs & Bill agreed to change the specification to eliminate
| |
| . FT of prod burns resulting from Magnetic Particle testing. NHS 16tt was revised accordingly and signed off.
| |
| : a. Fisher requested clarification of the witness and hold point.s required and also the notification time. TUSI agreed to investigate and inform Fisher.
| |
| II. Dan Dombrosky* expressed concern over the commercial aspects of the seismic testing program. Dan explained the new nuclear line of actuators and the fact that if time was,not the most important variable, Fisher would probably elect to go to this new equipment
| |
| * O to meet the specifications. The point was also mentioned that Fisher had stated in its original proposal that the equipment quoted was untested and any resulting equipment upgrading costs to meet the specification would be negotiated. TUSI was receptive to Fisher's comments and Dan stated.that Fisher would arrive at a
| |
| . . commercial proposal in the next several weeks and present it to TUSI and Gibbs & Hill. .
| |
| I Production TUSI outlined the super-criti i delivery items to Fisher, stating a drop-dead date of 12/31/78. Fisher gave the current status of these items and committed to do everything possible to make these dates. '.
| |
| TUSI got ,a commi~tment from Fisher management to do everything possible to make the dates required by TUSI. . . i Bon Schwarz promised to check the projected items to see if parts could be switched from less critical constructions. He stated that he would do this right away and let TUSI know any improvements.
| |
| Scott Mc gan O
| |
| SM/cgd .
| |
| ,e 8 g,
| |
| i
| |
| ? .
| |
| . - - - . _ - . - , , _ _ . _ . . _ _ _ .- __ -- ..._ - ,_ - - _ _. _ .__.__ ~.a. . _ ._ _ ___ ~ _ - _
| |
| | |
| ( ll3 CYGNA g ,
| |
| )
| |
| JOB NO .
| |
| W6//Z DATE toccED:
| |
| /7 kT/
| |
| 1.oc uo.:
| |
| efIB .
| |
| I ritz:
| |
| ll 1. I fuA h6, caoss ute. vite ll-l 51 "S&1 le?
| |
| 2l.1 ync.//L p.w
| |
| * l RECElVED JUN 7 1964 CYGNA - SAN IRANCISCO
| |
| -~
| |
| | |
| - -- :.w. .
| |
| . f.
| |
| 'f .> ;
| |
| M a.r no ,, M M , u rom, d d d , M -Coy ThcomiY mIITIES SERVICES 5C.7C l.,%.~' g a' TEXAS P. O. SOX MER
| |
| * OS.EM ROSE. TEXAS N043 / dortw
| |
| , R E L E l v s. w, K.8m.47 ,I" g /*/
| |
| i
| |
| ; CPPA #19.525 l May '25l,1982 ,
| |
| / <
| |
| Jim 7 1982 /f;on , (A, ( j; Mr. R. E. Ba1\n; d Gibbs & Hill, Inc. 1 Gicas & HILL, luc. h a
| |
| 393 Seventh Aven'e v
| |
| ~
| |
| M8- hease 5:yp!7
| |
| '- New York, N. Y., 10001 -
| |
| n
| |
| ; hecessa-y interm--iOr COMANCHE PEAK ETEAM ELECTRIC STATION Yo p-efa.re, DEC.b's ITT-G RE50NAPT SEARCH TEST PROCEDURE i
| |
| NUMSER MSC/RS-001 CP-0208 and CP-604 Og,g g g --.
| |
| } ;'6 s
| |
| | |
| ==Dear Mr. 3a11ard:==
| |
| | |
| 0248 /IO3&/
| |
| i *h On May 10,1982 Mr. Seb Marano and Mr. Kamal Bandyopadhyay of G & H and Mr. Harlan R. Deem of TUSI held a telephone conference to ,
| |
| discuss the test results on the subject ITT-Grinnell valves. The resonant search test performed by ITT-G. failed for both the air operated and motor operated valves. The valves were to.have been designed for 33hz. and the test indicated that the air operated valves could only reach 20 hz. and the motor operated-valves 27 hz.
| |
| g The following is a list of valves which ITT-Grinnell has yet to qualify:
| |
| 's -
| |
| Air Operated 20 hz.
| |
| 1-HV-5157
| |
| ' 1-HV-5158 Air Operated 20 hz.
| |
| 2-HV-5157 Air Operated 20 hz.
| |
| 2-HV-5158 Air Operated 20 hz.
| |
| 1-CT-135 Motor Operated 27 hz.
| |
| ' 1-CT-136 Motor Operated 27 hz.
| |
| 2-CT-135 . Motor Operated 27 hz. -
| |
| /q' .'.
| |
| 2-CT-136 Motor Operated 27 hz.
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| G ,
| |
| Based on the resonant search test results, Kamel suggested that 4 # we look at three options, Option number 1 was to have ITT-Grinnell
| |
| (
| |
| put gusset plates on the valves to increase the frequency to 33 hz.
| |
| j- Option number 2 was for the site to add external bracing by means of valve supports'and clamps. Option number 3 was for the stress analyst to review the valves with their given frequency and determine if the stress analysis would still be eteptable. It was mutually agreed upon that Option number 3 rd > 6e tried first.
| |
| TS/SSAG has reviewed the Rm, .41ysis reports for 1-HV-5157 3
| |
| and 5158'and have found them % e4 , coetable as is. The 1-CT-135 and 136 valves by comparison nPauld be all right, however; we have 4
| |
| not actually' verified them at this time. The valves and piping are '
| |
| currently being rerouted and once the new routing is complete. SSAG will verify their acceptability.
| |
| ,_.-.--.----__.-_-,.._.__,....._-.n.n-~n. ---
| |
| .,_,,n_.,_-,n .. n,r.,nn.n.,,,,,,,
| |
| | |
| .- . . g
| |
| (
| |
| ,, CPPA #19,525 Page 2 of 2 TUSI reconnends that G & H proceed with obtaining necessary infonnation from ITT-G in order to obtain final approval. TUSI will provide to G & H the loads which are applied to valves by stress analysis. The loads for 1-HV-5157 and 5158 are between 26 and 3G.
| |
| We do not have the loads for 1-CT-135 and 136 valves at this time.
| |
| G & H will review the loads from SSAG for ITT-G valves and verify that the valve design parameters are still valid. G&H will then prepare a DECD to ausnend specifications MS-0208 and MS-604.
| |
| TUSI will issue DCA to specification MS-0208 and MS-604 when we have reviewed and accepted G & H's DECD. -
| |
| - It is imperative that the remaining work to qualify these valves be accomplished in a timely manner. The valves are waiting on shipment to the site and need the DCA to the specification before they can be released.
| |
| 1 Very truly yours,
| |
| . R. Johnson Project Mechanical Engineering JRJ: HAH: RD:ery . .
| |
| cc: ARMS M. R. McBay J. T. Merritt W. O. Hendley G. Krishnan D. Hicks 4
| |
| 6 I
| |
| e
| |
| ,-we.e,,w_m ,-<--we- .---- - - - - - - - - = - - -w -- w s ar e -ee t w v w e r-w ww * *
| |
| * w e r e wi--t- y - -* ~-= '
| |
| | |
| . a .. . , ,,
| |
| cca H K. Schlask, S. Marano E. Bond, A. Rutkowski,\.W. MI:ntel',
| |
| FILE: ECM/AM _
| |
| 8 ' "
| |
| Interoffice Memorandum P#$e/ d d *Gyf%'' l #
| |
| 6 Kamal Bandyopadhyay / DATE:
| |
| Febmary 17, 1983 TO:
| |
| h/ '
| |
| S. Lim g# ##pp,,a16fF JOB NO: n- 2MS - 03o FROM:
| |
| "g" Loads on Flexible REF. NO:
| |
| AM-M-4379
| |
| | |
| ==SUBJECT:==
| |
| | |
| Valves Please find attached the "g" loads for the following four valves identified by ITT Grinnell with first natural fre-quencies less than 33 hz:
| |
| : a. 1-HV-5157
| |
| : b. 1-HV-5158
| |
| : c. 1-CT-135
| |
| : d. 1-CT-136 The results indicate that the above mentioned valves are subjected to less than 3 "g" horizontally and less than 2 "g " vertically.
| |
| SL:ecm RECEIVED CC; 2 91983
| |
| '5VA APPLIED N.~.Cil AN!,",?,
| |
| r F-168. 8-1B
| |
| | |
| Gibbs S Hill. Inc. Job No. // .1323 -o.so Chent 7t/sz- CPSES Subject riensie nes.es "g ' lonb s Calculation Nurriber Sheet No.
| |
| Revoon Date Rev. Date Rev. Dale Rev. Date Rev. Date 9ll"l" M I X X X X X Preparer @g[ et//4//Z Checker y_ Q /P3 FLEXIBLE VALVE "g" LOADS:
| |
| i 1-HV-5157 1-HV-5158 1-CT-135 1-CT-136 S S E *'g" SSE "g" SSE "g" SSE "g" SSE "g" SSE "g" hSSE "g" SSE "g'-
| |
| X-dir 2 2.9 1 1.5 2.25 2.75 1.5 1.75 Y-dir 0.5 0.5 0.25 0.25 0.5 0.5 0.5 0.5 Z-dir 2.25 2.75 0.75 1.25 1.25 1.25 1.75 2.0 NOTE:
| |
| Coordinate System Used:
| |
| 3 N
| |
| *N/^
| |
| FLEXIBLE VALVE IDENTIFICATION:
| |
| G&H Valve Tag. No. 1-HV-5157 1-HV-5158 1-CT-135 1-CT-136 ITT Grinnell Valve SD-C-105925 SD-C-105925 SD-C-105690 SD-C-10569C Dwg. No. Rev. A Rev. A Description 4"diaphraam J4" diaphragm 3" diaphragm. 3" diaphragm valve valve valve valve Test Report No. 3433/0 3433/0 3416/0 3415/0 G&H Stress Pb, No. 1-174 1-175 1-34A 1-34A System Cont. Spray Cont. Spray Vents & Drair, Vents & Drain -
| |
| Checking Method # 1Emp%o F-166, 7-82
| |
| | |
| r REBall MS-208, TGOING, MSMill "4=4 60.2716,
| |
| ,P
| |
| .,' XOMoor . " " % - dhyay, KSchlask Bond
| |
| .au e -
| |
| May 3, 1983 GTN- 65374 Texas Utilities Generating Company
| |
| . Post Office Box 1002 -
| |
| Glen Rose, Texas 76043 Attention: Mr. J. B. George Vice President / Project Gen. Ngr.
| |
| Gentlemen:
| |
| TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK STEAM ELECTRIC STATION GEH PROJECT NO. 2323 O 09410 DEVIATION REQUESTS DE/CD S-2716, Rev.1 ,
| |
| . SPECIFICATION 2323-MS-203 Enclosed for your review is a copy of Design Engineering Please ,
| |
| Change Deviation Request number S-2716, R.1 )
| |
| inform us of your disposition of this request.
| |
| All recipients of this letter are advised that authorization from TUSI is required before proceeding with the action noted i herein.
| |
| Very truly yours, GIBBS & HILL, Inc.
| |
| r , ,~
| |
| REBa- P fect-Manager .'
| |
| ? 1 Letter +.[ Attachment .
| |
| ! CC: ARMS (B&R Site) OL + OA
| |
| * '+.>
| |
| t lo r
| |
| i -
| |
| 1 Drave 3
| |
| | |
| F
| |
| . DESIGN / ENGINEERING
| |
| - . Y,. "
| |
| . CllANCE/ DEVIATION REQUEST
| |
| :f-
| |
| .-.- cx ,oCr.E= Arm-=u=D ci .oN-NoCu= Sum =rmD - i_i noN-NuCu = Su m n urE W]
| |
| 11-2323-056 OA Pft0 GRAM APPLICABLE
| |
| . S-2716 1 mg Job. 300. DE/CD Request No. Rev.
| |
| lf l
| |
| moquested By: G6E lEl C11ent l2l rield l_-l vendor l[l FROM CPPA-19525 (JRJohnson) anference Document AM Memo AM M-4379 me,. -
| |
| Date 2/17/83 Documents Arrected: G&H Specification 2323-MS-20B, Rev. 1 & Addendum 1 DESCRIPTION OF CNANGE/ DEVIATION REQUESTED:
| |
| See attached ENGINEERING JUSTIFICATION POR ABOVE:
| |
| The motor-operated valves have a resonance frequency below 33 Hertz.
| |
| gg b_ _1 2 -
| |
| O REQUEST PREPARED BY K.K.Bankopadh' yay Title Sr.Eng'r Date 4/27/83 INTERDISCIPLINE REVIENS D. sign Reviewer / Engineer Completes his Section Initials cate
| |
| : 1. Is this a significant deviation or error? YES l _~ l NO l~
| |
| N.ehanical M Th .
| |
| Electrie.1 7 W[d D. sign Revi..ee Completes nis Section cA Design Verification: Approved l [ Not Approved l _~~~l f1 ?. OtJ2 , D. sign me.ie. eng. R. A A a
| |
| s.te +/27/r5 Job Engineer Completes this Section
| |
| : 1. Is change potentially reportable under 10CTR217 YES l _~ l NOl[l
| |
| : 2. Is change in compliance with BTP-ETSE 11-17 YES l_g,l 30l[l NA l _~ l
| |
| : 3. Applicable DCRP Date CHANCE / DEVIATION REQUEST: f Approved l Mot Approved l[l Approved l Not Approved l~l 0 .. ..
| |
| p D.t. & m r.,..e n.,. ,
| |
| , 2-.
| |
| i i ;
| |
| ~
| |
| 6--_ _ _ __ _ _ _ __ _ __ _ -._._.,----,-..,.___--.,_._,,,_,__..,..,,__w.. -
| |
| - _ . , , , , - . , . , . , - ,.,,, w
| |
| | |
| *k
| |
| . A;.
| |
| * g,.
| |
| DESIGN / ENGINEERING CHANGE / DEVIATION REQUEST S-2716 '
| |
| 'g(- ) Description of Change / Deviation Requested
| |
| , l Revise GsH Specification 2323-MS-20B, Rev. 1 and Add. 1, as follows:
| |
| Revision 1 - Page 3-31, Paragraph 3.7.9.3.c (Addendum 1, !
| |
| nace 5 of 7. Item 13, Renumbered Paragraph 3.7.9.4.b) -
| |
| l Rewrite the entire paragraph as follows:
| |
| If the valve assembly has a fundamental natural frequency of 33 Hertz or-greater, the manual, motor-operated and self-h -
| |
| actuated Saunders patent type steel valves shall be des'igned ji I
| |
| to withstand seismic forces resulting from accelerations of 3g in each of the two horizontal directions and 2g in the vertical I direction caused by the safe Shutdown Earthquake (SSE). The
| |
| ! corresponding. Operating Basis Earthquake (OBE) g-values shall be 2.25g and 1.5g. If the fundamental natural frequency of the l valve assembly is less than 33 Herts, the Seller shall provide g
| |
| e all natural frequencies below 33 Hertz and applicable mass and i stiffness data. This data will be incorporated in the supporting '
| |
| pipe system dnalysis, and the above mentioned g-values will be verified (by others). If the resulting acceleration lev 41s exceed the g-values mentioned above, the Seller will be so notified, and the Seller shall qualify the equipment for the new g-valuest
| |
| ' () otherwise, above listed g-values shall be used for qualification of the equipment. In all cases, the two (2) horizontal and vertical seismic accelerations shall be assumed to act simultaneously, with the resulting stresses, deflections, etc.,
| |
| ; obtained by the (SRSS) square root of the sum of the squares technique. The equipment function shall not be impaired by the SSE.
| |
| Revision 1 - Page 3-31, Paragraph 3.7.9.3.f (Addendum 1, pace 6 of 7, Item 14, Renumbered Paragraph 3.7.9.4.e) -
| |
| - Delete.tha entire paragraph.
| |
| i i
| |
| i; o
| |
| i .
| |
| 1 i
| |
| } _ _ __ . - - - - -
| |
| | |
| , a p ItY, 1
| |
| l- -
| |
| Documentation or a s... tress run'for the 8-inch relief valve 2d. -
| |
| i lifting only,does not exist. Upch reviewing the anplysis, it shows that.the thrust force.of the relief valve is.. divided
| |
| '.. ' T . ..ba's'eF on tihe stiffnesse's of the s[upp6rt 'and 6f the pipe. ' The''
| |
| .- residual internal force in the pipe reacts at.the penetration anchor in addition to.the residual internal force,from the safety _ load..
| |
| .. i:
| |
| 1
| |
| ;YGNA gr
| |
| ^
| |
| B tio : - NWS TI LO.:Oi.D - h' 2 hV-. . -.
| |
| 6NO.: .- r. .
| |
| 'Lt . ll 1 1 CA
| |
| * No YO3 /
| |
| O:...b.. Y 0ll./ ~lJ:$NA Anis. CS5f.E. :
| |
| Revnso GsH S m Kr AGE M5W RentAwr LO49.
| |
| JUN 7 1m CYGilA S!!! :.":::20 l
| |
| . , - - - - - - - ,.e----,-- - . - . - , . --,....-,w,- . . - , ...- . . , _ , - , , . . , . - , , , ,.e..--,,,._. , , - , - , - - , , - . . , ...,,m ar ,n... ,. - ,,, , , - . ,-
| |
| | |
| ~ ~
| |
| 4: 2 k O h
| |
| 4
| |
| , 4 s
| |
| / EM to I
| |
| f I
| |
| -w r 1
| |
| (
| |
| | |
| - - - - -~
| |
| < a - e-- -~~...- . __-an .
| |
| n n_ .. , .
| |
| CYGNA JOB NO . UN.
| |
| .A l
| |
| ,g
| |
| . DATE LOGGED: __ Q7) .
| |
| l IN' Loa no. : ... fI.l.L5 DES:sN REv . : vite: /1.. /./. . f q / . 4 6 -;
| |
| RECORD TORI iCROSS REF. FILE 0;[ N [- ,
| |
| r1 bj ,
| |
| W' I i /Ily
| |
| * vf % Q14 WJ Comanche Peak S.E.S. 2222 Texas Utilities Services. Inc. FRGJECT 4 Gsii Joo No.
| |
| GLIENT
| |
| | |
| ==Title:==
| |
| S t,i & M C. Et.kN V4. DispkAfd. m P @ M M n Sta r Liw.s Calculation i S pecificat,on
| |
| ;[, Drawing ;
| |
| pp,g.g C , EsD 3 0 2!Il 83 REVISION NG. ' ' DA3 DOCUMENT NC.
| |
| C COMMENTS ARE AS NOTED ON DOCUMENT .fEETS LISTED SELDW EX 5TATED MT.RE;N:
| |
| O .
| |
| REQUIRED ACTION N0 AM MUM 3 g
| |
| - z-y~fs REVILd DAIN DE p N REVIEW ENGINEER _
| |
| YES Cl NO l I RE c:aED ACTIJN SATISTAC"ORI* Y COMPLETED CC'MMENTS T
| |
| R E'C EI V E C
| |
| ''-- bo9
| |
| . JUN 7 aEvaEd ce;;
| |
| des;aN .uvz!w I:4s;NEEa CYGM - SAN FRIEISO .
| |
| | |
| - ' -^- - -- - - ^ ^ -
| |
| ^ - - ^
| |
| . u.: . : . a. .
| |
| ** i
| |
| ' DESIGN REVIEW PROCEDURE SPECIAL ANALYSIS CHECKLIST-CALCULATIONS
| |
| , .xni No. 23M catc. No. DR.8 -I c., se.t 3 mEv. . no. o A
| |
| l' TI'JLE Saimic. Q,eledive. Dispkutets [ov Moin Sbm Limes 2' ism ctusIrn:nATIcu
| |
| : 1. USNRC " Current Events-Power Reactors" and " Operating.
| |
| Experience" records have been considered, where applicable (Ref. Job Engr.) jg
| |
| . 2. Scope covers all intended work, no interface gaps, /
| |
| ; no overlaps (Ref. Project Guide) ,
| |
| l 3. Assumptions are listed, clearly defined and reasonable /
| |
| : 4. Items to be re-verified, later in design, identified AM
| |
| : 5. . References, including other' calculations and sources, are listed /
| |
| 4
| |
| : 6. A description of the appropriate methods of analysis and design is included (Ref. FSAR)
| |
| ; 7. Forp ulae and g tiog g rg y l{c ,able and defined y
| |
| : 8. Mathematical check indicates satisfactory solution /
| |
| : 9. Conforms to applicable specification Q
| |
| i 10. Ioads and load combinations are correct (Ref. FSAR) i (including Environmental Considerations) g
| |
| : 11. Deflections and displacements are suitable and reasonable (Interface with other disciplines)
| |
| : 12. Compatible with equipment information (Loads, Dimensions) pg i 13. Description of materials included (Ref. FSAR) g i 14. Compatible with soil properties (R%.fSAgdglpport) /
| |
| } 15. Compatible with related drawings- /
| |
| l 16. Conforms to FSAR v i 17. Specific references to codes and standards are included and
| |
| ; conforms thereto (Ref. FSAR and Project Guide) M
| |
| { 18. Conforms to Structural Design Criteria plA
| |
| : 19. Interface with other disciplines has been accomplished y
| |
| : 20. Properly indexed and filed
| |
| /
| |
| : 21. Additional for Computerised Calculations: -
| |
| : a. Proper Computer Program (Ref. FSAR) has been approved for use NM
| |
| : b. Data Input, Assumptions and Model are listed, t defined and are satisfactory
| |
| .c. Interpretation of Output is included g
| |
| : d. Check results for reasonableness; preferably
| |
| . verified by simplified parallel check (Ref. FSAR)
| |
| M NOTE: Design reviewer's signature confirms that design reviewer has considered each item on the checklist.
| |
| ~
| |
| / Signifies design reviewer's completion of review NA Not Applicable Design Reviewer's Signature Date
| |
| : 2. Il N Design Reviewer's Name b4 bM i
| |
| | |
| r . . - _ - . . . _ .
| |
| Gibba S Hill,Inc.
| |
| 1 Calculation CoverSheet 1 y
| |
| G&H Job No. 23n Client Tus1 !
| |
| Calculation Number b2.6- ic. ; s e.t 3 Numberof Sheetsin Originaliss'ue 9 Subject s e.is mic. Rafafi ve. D is pl o.u- - 63 ,[m Fich Sbm Liu3 (d NuclearSafetyRelated O Non-NuclearSafety Related-OA Program Applicable O Non-NuclearSafetyRelated Sheets Sheets Sheets Job Engineer T Deleted Added Revised Signature Date originai X X X Eh%m ch h .
| |
| / 'I O .
| |
| .5 j y i
| |
| l s
| |
| F-167,4-81
| |
| | |
| L Gibbs S Hill.Inc. Job No. 232.3 Client Mi L Subject Ecm:c Rdedive Ds6c--cuts fu thin :, r- u w e.<.
| |
| .d CalculationNumber oFte -ic , se.t & Sheet No. n Rowson T Date Rev. Date Rev. Date Rev. Date Rev. Date D I X X X X X Properw tot 2h/83 Checker EbP t-i t -83
| |
| ~~
| |
| ___ . feis e re k h e. a u pl u e - t3 -(w tk. ' w 4 w stecim G a<-s ~~~
| |
| bevi _vep e 3ted i, Applied M.cL - ics y.m g W-m-9.39
| |
| ( set pi pi -% .;: .
| |
| ~
| |
| fw %-
| |
| e4dect a/ t[t2 )
| |
| -.. ~ . _ . . . ..
| |
| k W # ,I M dkca m MS YV W- htkM ew N((crukAdHWCM(~6IU ,[ _
| |
| e d ade 'le $ t
| |
| ~~
| |
| etwek O e_~ Q. 6 . Iv')It y e hywt.k% vL , To C o_% 1arv ediv C r d d l' Vt., cMt les C.Le D j \M kN ,bC. Si T% l.k M ',,tf,
| |
| _ w oJc 1 h s p k u - ti olo ted w.el -{v - tk se.J : Ct we Q_
| |
| % C b LA^ \tb 5 m I t, C&w
| |
| ~
| |
| ~~ mV he. c tw s.,\ cI
| |
| * y e b . 'On N f CW\c eye-s.
| |
| r.
| |
| F-166, 7-82 Checking Method # pnra -..,
| |
| . mtA nM'4=::.--, ~.~,-
| |
| | |
| Gibbs S Hill. Inc. Job No. 231 Client Tori
| |
| ,A Subject Seaw c. P a af'.<_ Li:c.6 u..~ A (yy pte rtw.s m,n
| |
| - Calculation Number pto- t c , set s Sheet No. t Rowmon T Date Rev. Date Rev. Does Rev. Does Rev. Date M i X X X X X Preparer wr 1/9/88, Checker t.o P 2.io-g7
| |
| . .. ._ . _ . _ ._. ._ . . _ . __...__.._o_..__
| |
| ~.i Cowptw siput $les ~ Dn.s - 12 P 7ftev .~ o '-( j-drq,L~ael Ned) ,
| |
| _) .1 > 5 D28. .63 f, b.o_.(ef9 ,10*oisLJi~C) .
| |
| ~
| |
| 3 , ., on t - i& 9, an. e (k ,crochd s y
| |
| ._ .h . > > .o n 5 - 6 P , . ft u . .o fs.x . p_n.typ cL__J._ ._ 3_
| |
| ~- [ i , cydk-eJ 7)
| |
| ~
| |
| ~
| |
| ou t - p. 9, b . o k
| |
| _ _ . C .. ~~~ 9 >
| |
| _ . 6 ._
| |
| ~
| |
| .,< , L a t. - \7 e ,, m. o (sk , vu ouk{,
| |
| Q_1 s.s ; CAM:s~sak_ ~
| |
| ~
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| V r.b u.tuvo eJ g , 76 c. , clod ew hp ubei WIAg .,e- -,F L clderu;u l . %, e..pe wi sh .f . p C r-.c a evev e w h %f b o'ssdwed . Tu e w'Os A ' s en.i.e.<aA.ve m eng~c3 QL L Checking Method # j eg%
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| . c%'". :=mi,"
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| . Gibbe S Hill.inc. Job No. 131s Client Tus t Su EdcJiv<- d.pf a.u. - tt fev He h-u%
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| O c.bject icui.iion seiWc- number 0 t- , c. , s e 3 sne.tno. s Revoon T Does Rev. Does Rev. Does Rev. Does Reu Does M i X X X X X
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| ___. _ . . . ..___,...._,.._,--,._,-,~,sur.. 1.unf a y7-
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| [ E'i W.% Fed 852Orsatica Roccrd Das_6/15/79 JUN 7 1984 n,,,,, 2:oo p.M.
| |
| CY0lO 8.3 I E (0 ' ''
| |
| Cell by: A. Rutkowski ,g Gibbs & Hill, Inc.
| |
| ("~) (c ,)
| |
| ~
| |
| Doug Frazer Westinghouse Answer by: ,(
| |
| (N m ) gg - ,,
| |
| Co n t ra c t H o: 11-2323-001 Subject d i s c u s s e d: stress Analysis of the branch piping connected to RCL and subjected to the nozzle movements resulting from the LOCA event.
| |
| SUWW ARY Of" DISCUSSION. DECISIONS AND COWWITWENTS.
| |
| (
| |
| * 2 D. Frazer stated that RCL movement due to the LOCA event is a result of dynamic response of the system and it will introduce the primary stress in the branch piping.
| |
| a) For Class 1 and portions of Class 2 piping up to the penetration, W will use either time history or static equivalent displacements type of analysis. The allowa-ble stress values for faulted operating conditions will be used.
| |
| b) For Class 2 piping (Main Steam, Feed Water, Feed Water By-pass) the displacements in each of the six principal directions shall be analyzed separately. The resultant moments ~ and forces have to be combined as a sum of the absolute valucc for each direction.
| |
| Then this resultant response have to be combined with SSE response by SRSS method. W feels that the allowable stress values for faulted conditions have to be used to verify the stress invel in the piping.
| |
| CYGNA 4'
| |
| ( J0D NO N E'0 dan 1.0 corn; bh /kd ARusecm -
| |
| t.oc No. : _ S S 1-rittI lblJ Jul. Id' ca0ss nr.r. yitt /LL/14 da /M r.m, une ,
| |
| >- w vi Ds-tw* t
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| 9
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| - - _ - - - _ . _ ~ _ . _ . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
| |
| | |
| PAGE 22 op 22.
| |
| ATTACNMENr "A!'
| |
| frityg coac: 2292.S -foe- t-4-1 ,
| |
| Telephone Cocoorsotica Ri e p.,.: 3/20/79 /Q iv
| |
| . k,VOE@NG CIC, Q, JDL, DCMe, ECP Times 3 t 00PM e.. TC-1576 GTN- 36115 (4/24/79) g7 g Cellby:. A. RUTXOWSKI pygg,gi;pppfqqfgBBSsHILL,N.Y.
| |
| pm WESTINGHOUSE
| |
| * Answer byt ROBERT KELLY d . (C.-essyt ,
| |
| P"""8 G&M 2323_
| |
| n XAS UTILITIES GENEN TING COMPANY Centract He:
| |
| 5TF.AM GENERATOR NOZZLE ALLOWABLE LOADS FOR
| |
| $ubleat Jlsea s seJ:
| |
| * STEAM HAMMER TRANSIENT LOADING DUE TO THE
| |
| * MS TURBINE TRIP-OUT (FAST CLOSURE OF THE STOP VALVE) sumuaav or miseussion, occisions ano co..it.cnr .
| |
| Bob' Kelly stated that the allowable nozzle loads can be obtained by adding allowables for Pressure, Thermal, Deadweight and 1/2 SSE. The resultant allowable values should be' compared with the sum of actual loads due to Pressure, Therraal, Deadweight and Steam Hammer loadings, ajv b cc J. T. Merritt (TUSI Site)
| |
| R. E. Molloway (C&H Dallas)
| |
| A. T. Parker (WNES, Pitts. )
| |
| R. Kelly (WNES, Pitts.)
| |
| - CYGNA -
| |
| /'a ,
| |
| Rt/ C) y Z, J0D NO ;
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| om tnaar.n. kivIe </
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| i.oc No: .A.!/B "
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| ' rat: /tdJ .ht . A ~
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| cnon ntr. rite /4x/ 6(9Me
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| - - c- s,
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| - ~ - - - - ~ . _ . . . . . . _ _ _ _ . _
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| f" " h
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| - . .- . - . . -- . _-- ___ . _ _ _ = - -- - -
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| .. . . O +
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| i
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| , , ?-* - ' '' *temscose g g ; g __j_g .,.j {
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| Sheet No.._d... . . Dt SL ,
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| O*,. : ' Q :'. W ?: ?'s-W;' % . .5 % 2Eh : k L' !.'LS M **
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| l .
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| % L< & . .
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| DO-
| |
| ~
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| .TelepTene Celiverseelen rec 5ef - p. ,, n_3-yo -
| |
| REBa/MS45A, MS46A.1 PRR, EH, ARu/JUJB, ADL
| |
| (.
| |
| . Is, GSi,;.B,- .. 04J OUTGOING : ,
| |
| . . .._ . Tim e: loe30A M.
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| .f........
| |
| Late r 11/3/7 9 7----------
| |
| ! . GTN 414 54"'-~ ~ ~ '''" -
| |
| 3 '
| |
| Cei ISRAEL STEIN g
| |
| * GSE, Inc.
| |
| (
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| M Ic w
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| . . J, .,, . 9 , .,
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| .i.,.....
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| .6.ae.r~.:.4[h&y.%.5-Y,iy4&Q,;.%f.'eA.r,.'W... ..
| |
| j Comorest No:
| |
| $ublest discussed: Morrie Inads on Main Steam Generator .
| |
| 4.~ y. ~
| |
| summany or oescussson, occamous amo coeurruswes.
| |
| l Questions -
| |
| : 1. normal l condition.Can we combine allowable thermal and deadweight for l
| |
| i
| |
| ! 2. Thermal and deadweight and seismic (obe) for upset condi' tion.
| |
| 9
| |
| ; 3. Thermal and deadweight and seismic (sse) for faulted l condition. -
| |
| I . ,
| |
| Jthswer .
| |
| cab can combine loads as asked and also combine srss
| |
| . Fy & Fx as resultant shear force, and arsa My &
| |
| Ms as combined bending moment.
| |
| 1 i
| |
| 4 e
| |
| O L. AM RR/IS 110 ,,ad.
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| . 1
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| ,---~e.~.w __- - ,.___--__-- _m- _ _ _ _ _ ,m -----___-_----__----
| |
| | |
| Conservatism Built in the Welding Procedure
| |
| : 1. In The Equations of Acceptance of the Welding Attachment Procedure there are two set of terms. First set of terms represent the stress level obtained from the piping analysis The computer output (ADLPIPE) for different load conditions.
| |
| second set of terms represent the local stress due to the attachment, from Cylnoz computer output, for the corresponding load conditions.
| |
| The Cylnoz program is based on Bijlaard analysis which applies to a simply supported cylindrical shell, and therefore a portion of the resulting stress and deformations is due to the beam-type action of the shell(Ref) . Since the beam-type stress are already considered in the piping analysis (ADLPIPE), there is a significant degree of conservation.
| |
| : 2. The normal direct stress from piping analysis (ADLPIPE)is added colinearly to the maximum stress intensity out of the eight points analyzed in Cylnoz, regardless of direction.
| |
| | |
| ==Reference:==
| |
| W.G. Dodge " Secondary Stress Indices for Integral Structural Atta chments to Straight Pipe" - WRC Bulletin No.
| |
| 198, Sept. 1974.
| |
| )
| |
| 4t R E C EIV ED "CYGNA M/DUA JOB NC :
| |
| G'h I g JUN 7 1984 D ATE te,G%D :
| |
| b!bg.-
| |
| c m A . s m E DSCO ritz: su_6^
| |
| p , a sa 9".ui CROSS REF FIEE J~~7
| |
| | |
| j F
| |
| .s
| |
| * i ,.
| |
| r k j .
| |
| i l i I lLonding Conditions l Equations of Acceptance l Stress Limit- l l . - . 1 I l l Sustained Loads l(8') Ssn + S'L 3 l Sh l l I -
| |
| 1 I i I .
| |
| i'ustained and lS -
| |
| l(9')' Son + S on I
| |
| l 1.5 Sh I i
| |
| 'leccasional loads l
| |
| * I s l l (upset condition) { Sq, 4 Son +S$n l 1.8 Sh I i 1 1 I i i I It
| |
| ,l Sustained and l(9'e) Sots + S,LE O l 2.16 Sg {
| |
| loccasional loads l l l .. .l l l I_ (emergency condition) I l l.
| |
| g I- l l Sustained loads, thermall(11,) Ssn + STE + SSL + S,T E I SA+Sh I loxpension and anchor l 1 --
| |
| l Imovements I I I Whore:
| |
| SSLa SOL' SOLE and STEf IF as defined previously on page 1 ($AlYlh i
| |
| SgL = The primary localized membrane stress due to sustained loads.
| |
| . 5 ion ik = The primary localized membrane stress due to sustained and d occasional loads such as earthquake (OBE). '
| |
| SOLE = The primary localized membrano stress due to sustained and occasional loads such as carthquake (SSE).
| |
| sol = The localized bending stress due to' sustained and occasional l loads such' as earthquake.(OBE). v' ,
| |
| ' ~.'.
| |
| . If . 'i l
| |
| , , g . ',- '
| |
| STE =
| |
| The localized secondary stresses from expansion loads and anchor movements.
| |
| I r
| |
| [
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| |
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| f.
| |
| ..'.-o fh Regarding G&H response to CYGNA question 3a -
| |
| (Telecopied questions dated March 21, 1984 - 8:30AM)
| |
| The G&H response states that "the penetrations were qualified to a maximum of 1200.8 kips." The subsequent CYGNA question is in regards to the. source of this number (1200.8 kips) since the G&H specification no. 2323-MS-74 (for mechanical penetra-tions) states otherwise (in the order of 822 kips).
| |
| In response to CYGNA's subsequent question, the discrepancy observed is due to the fact that MS-74 has not been updated to reflect as-built loads. As part of the as-built program it was the responsibility of G&H to verify the penetration design for the as-built loading conditions. This was done by the preparation of design calculations. The calculations are completed, checked and design reviewed but as of the present time have not been issued to TUSI.
| |
| The following action items are pending-a) Issue of design calculations to TUSI.
| |
| b) Issue a DCA on MS-74 appending the as-built load used in the calculation.
| |
| l
| |
| /X {1 '2
| |
| '~~~
| |
| ; R E C.E I V E D wat wcco
| |
| - 4 4j20..
| |
| -(- -a JUN 7 1984
| |
| / Ma-
| |
| ~~'
| |
| LOG 130 -
| |
| tyGE - S.$ FRMlS00
| |
| 'nw sty n1.z #)f.'B2 m ' dfI l
| |
| . . -. - _ - _ :: - .. _ J
| |
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| L , .-+ c. .
| |
| / EM 33 1 l
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| G4W M & "S6 8" * * ** *
| |
| *F '*WS ,
| |
| | |
| hY For the anchor connecting stress problems 1-61A and 1-61B, support number CC-1-087-004-A33A, loads coming into the anchor from adjacent sides of the pipe are added algebraically to satisfy static equilibrium. For seismic the loads are conservatively added absolutely and for thermal, loads are ranged to meet the intent of equation 11. General membrane stress however is averaged from the two connecting problems. This is the approach taken in WCR-Bulleting 198. See paper " Secondary Stress Indices for Integral Structural Attachments to Straight Pipe" by W.G. Dodge.
| |
| , L l' '. ? 4d/
| |
| RECEIVED '
| |
| -~ ~~ ~
| |
| r ye i.T -- "
| |
| DATE ? ' *T . . - - . - - - -
| |
| JUN 7 1984 :.c g t!.. .. .-
| |
| l
| |
| .hYbN,k
| |
| * SAN fi ANCISCO I"" ~' ~
| |
| CROSS REF . F11.E l
| |
| | |
| ( 1
| |
| (
| |
| - * * 'a /TS/?? / 7 r
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| J f/7 lCYGNA ~D3-31
| |
| ['a uu . z m .cz s I DATE LOGGED: G!2!bV 1.0a no . . WJ.LN- (%)
| |
| F 11.E . //II L N~
| |
| CROSS REF. FILE //* ! d* 7 f #
| |
| REr:: NED 9ES3]sSE S3E:~9R
| |
| =09 f
| |
| 4 l
| |
| S A = E GU A 9 J S B U I _ J ::. NG I CJ V :h :- E "EF(
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| !, STEAv E_EC 9I: S F :: C N hU.:_EAl "JnE9 3
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| _FN-l.
| |
| l l
| |
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| |
| ; G :: 3 B S &
| |
| ::L_
| |
| RECEIVEf
| |
| ~
| |
| JUN 7 130 , sOVEiBE9 '82 CYGNA - St.N FRANCISC3 l! -._ -. . . -- . . - _,. _ . . _.--, - . -- -_.- ..- . --., . - -
| |
| | |
| , 5. >
| |
| ~
| |
| a CPSES
| |
| ~
| |
| , REFINED RESPONSE SPECTRA FOR SAFEGUARDS BUILDING Presented herewith. are the refined floor response spectra for the safeguards building (references 2 and 3) based on existing response spectra -(reference 1) and developed primarily for as-built piping analysis. These response spectra have been refined based upon improved curve smoothing techniques by use of computer, instead of by hand.
| |
| Therefore, undue hand smoothing and digitizing have been eliminated. Also, improved interpolation has been used at lumped masses based on time history responses. The results are plotted in terms of accelerations versus frequencies for ease of use.
| |
| The results are presented in figures 451-B through 458-B, 1385-B through 1392-B and 1409-B through 1424-B which are summarized in Table nos. 2 and 3. Also the digitized values of the same spectra are also included at the end of the book.
| |
| Each figure refers to a specific floor of the building, and contains three curves labeled Ax, Ay and Az, which represent the spectral accelerations in the x, y and z orthogonal directions respectively due to the combined effect of three
| |
| ~
| |
| simultaneous earthquakes at the specified % damping. Please note that Ax and Az are in the east-west and the north-south directions respectively while Ay is in the vertical l
| |
| direction based upon the plant's general coordinate system.
| |
| All spectra presented in this report include the coupling effects of non-symmetric structure. The curves shown are for the most critical location of the floor, considering the combined effect of translation and rotation.
| |
| | |
| ==References:==
| |
| : 1. "Instructure Response Spectra for Safeguards Building,"
| |
| Gibbs & Hill report no. FSB-3R, May 1976 and FSB-4R, Jan.
| |
| 1977.
| |
| : 2. "TU5I - Refined Response Spectra for Safeguards-Building," calculation book no. FSB-1C, Rev. O.
| |
| : 3. "TUSI - Computer output for Safeguards Building Refined Response Spectra," computer output file no. FMI-1P Set 1, Rev. O.
| |
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| SUMMAPY OF REFINED FLOOR RESPONSE SPECTRA i
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| _4 4_ _
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| l l l l I i l FIGURE l FLOOR l DAMPING l EARTHQUAKE l TYPE OF MOTION l NO. ELEVATION l % l l l l l .
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| .- _. - _ . _ - - - -.- -.=_-- =_. -
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| , l 1409-B l 896.50 FT. l 1 l 1/2 SSE l TRANSL. & ROT. l l l 1 l l 1 l 1410-B l 873.50 FT. l 1 l 1/2 SSE l TRANSL. & ROT. l 1 I I I 1 l l 1411-B l 852.50 ET. l 1 l 1/2 SSE l TRANSL. & ROT. l 1 1. I l__ l 1 l TRANSL. & ROT. l l 1412-B l 831.50 ET. l 1 l 1/2 SSE l l l 1 - -I I j 1413-B l 810.50 FT. I 1 l 1/2 SSE l TRANSL. & ROT. l l l l l l l l 1414-B l 790.50 ET. l 1 l 1/2 SSE l TRANSL. & ROT. l I I I
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| .'' l l 1 l 1415-B l 785.5o FT. l 1 l 1/2 SSE l TRANSL. & ROT. l l l 1 l l l l 1416-B l 773.50 FT.-.-__ l 1 l 1/2 SSE l TRANSL. & ROT. l.
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| l 1417-B l 896.50 ET. l 2 l 1/2 SSE l TRANSL. & ROT. l -
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| ! 1419-B l 652.50 FT. l 2 l 1/2 SSE l TRANSL. & ROT. l l l l l l l l 1420-B l 831.50 FT. l 2 1 1/2 SSE l TRANSL. & ROT. l l l l l t
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| i I l TRANSL. & ROT. l i
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| l 1421-B l 810.50 FT. l 2 _l 1/2 SSE I I I l l l l TRANSL. & ROT. l i
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| !, l 1422-B l 790.50 ET. l 2 l 1/2 SSE l l l l l l l 1423-B l 785.50 FT. l 2 l 1/2 SSE l TRANSL. & ROT. l l i I l l 1 i 1424-B l 773.5o FT. l 2 l 1/2 SSE l TRANSL. & ROT. l
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| OF REFINED FLOOR RESPONSE SPECTRA 4
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| +
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| +-
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| l 1 1 I l 1 l FIGURE l FLOOR l DAMPING l EARTHQUAKE l TYPE OF MOTION l 1 NO. 1 ELEVATION l % l l l
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| +
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| . l 1385-B l 896.50 FT. I 2 l SSE l TRANSL. & ROT. l I I I I l 1
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| 1 1386-B I 873.50 FT. I 2 l SSE l TRANSL. & ROT. l l l l l l l
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| l 1387-B l 852.50 FT. l 2 l SSE l TRANSL. & ROT. l I I I I I I l 1388-B l 831.50 ET. l 2 l SSE l TRANSL. & ROT. l I I I I 1 I l 1389-B l 810.50 FT. l 2 l SSE l TRANSL. & ROT. l I I I I l 1 l i 1390-B l 790.50 FT. I 2 l SSE l TRANSL. & ROT. l l l l l l l l 1391-B l 785.50 FT. I 2 l SSE l TRANSL. & ROT. I I I I l I I l 1392-B-.-- l 773.50 FT. l 2 l SSE l TRANSL. & ROT. l+
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