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Forwards Gibbs & Hill Responses to Pipe Stress Questions Re Phase 3 of Independent Assessment Program
	ML20094A396
Person / Time
Site:	Comanche Peak
Issue date:	06/20/1984
From:	Williams N; CYGNA ENERGY SERVICES
To:	Ellis J; Citizens Association for Sound Energy
Shared Package
ML20094A400	List: ML20094A396; ML20094A422; ML20094A439; ML20094A559; ML20094A572; ML20094A585; ML20094A599; ML20094A634;
References
	84042.019, NUDOCS 8411060406
	Download: ML20094A396 (487)
	v • d • e

{{#Wiki_filter:.-. ici cwornia street. suite 1000. san Francisco. cA 94111-5894 415 M7 $600 June 20,1984 84042.019 6 Mrs. Juanita Ellis President, CASE I426 S. Polk Dallas, Texas 75224 2

Subject:

Gibbs & Hill Responses to Pipe Stress Questions Comanche Peak Steam Electric Station U Independent Assessment Program - Phase 3 Texas Utilities Generating Company Job. No. 84042

Dear Mrs. Ellis:

Enclosed please find four more Gibbs & Hill responses to Cygna pipe stress questions. Feel free to call me if you have any questions or wish to discuss the enclosed documents. Very truly yours, I, ^!Q e N. H. Williams Project Manager NHW:Jw Attachments cc Mr. S. Treby, U.S.N.R.C., w/ attachments Mr. D. Wade, TUCCO, w/o attachments Mr. G. Grace, TUCCO, w/o attachments Mr. D. Pigott, Orrick, Herrington & SutcIlffe, w/o attachments y q qb,r'* lb 121g o g;;n i d g _ci g vi6 'ih# San Francisco Boston Cheago RicNand 8411060406 840620 PDR ADOCK 05000445 / A PDR ]

t=- Mrs. Juanita Ellis June 20,1984 President, CASE Page 2 ATTACHMENTS Gibbs & Hill letter from R. E. Ballard to J. B. George, GTN-69116, June 14,1984; Texas Utilities Generating Company, Comanche Peak Steam Electric Station, G&H Project No. 2323, Follow-up Information from G&H, Ref.: Cygna Communications Report of 5/24/84. Gibbs & Hill letter from R. E. Ballard to J. B. George, GTN-69071, June 5,1984; Texas Utilities Generating Company, Comanche Peak Steam Electric Station, G&H Project No. 2323, Follow-up Information from G&H, Ref.: Cygna Communications Report of 5/24/84. Gibbs & Hill letter from R. E. Ballard to J. B. George, GTN-69105, June 12,1984; Texas Utilities Generating Company, Comanche Peak Steam Electric Station, G&H Project No. 2323, Follow-up information from C&H, Ref.: Cygna Communications Report of 5/24//84. Gibbs & Hill letter from R. E. Ballard to J. B. George, GTN-69087, June 6,1984; Texas Utilities Generating Company, Comanche Peak Steam Electric Station, G&H Project No. 2323, Follow-up Information from G&H, Ref.: Cygna Communicottons Report of 5/24/84. e 0 l L

~v .e I (_B_n>tne 6; F Hil.In c. 11 Pern Ptaza New Wrk. New Wrk 10001 212 7ML wet 4438 Domestc127636/968694 Intematonat 428813/234475 A Dram Cwnpany 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: 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. Should you have any questions contact Henry W. Mentel Very truly yours, GIBBS & HILL, INC. h W Robert E. Ballard, Jr. %'f-Project Manager REBa-WMe: sce 1 Letter cc: ARMS (B&R Site) OL N. wittiams (CYGNA, Calif.) IL, IA f Weingart J YGNA, Calif.) IL G. bracc (GPPE Site) IL, IA D. Wade (TUSI Site) IL N

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O l Gibbs S Hift. Inc. 11 Pwn maa New Wrk, New wrk 10001 212 7 W" 4438 lbien: Domeste:127636/968694 insemasonal: 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. 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 the response to Item 8 of their Communications Report, Job No. 84042 of May 24, 1984. In addition find a copy of the welded attachment calculation log to facilitate CYGNA in their further reviews. This item was requested verbally by Mr. Lee Weingart of CYGNA in a telephone call on June 4, 1984. Should you have any questions contact Henry W. Mentel. Very truly yours, GIBBS & HILL, Inc. REBa-HWHetic , Robert E. Ballard, Jr. 1 Letter , Project Manager CC: ARMS (B&R Site) OL N. Williams (CYGNA, Calif. ) lL 1A

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f. t Gibb3 S Hill,Inc. 11 Penn Plaza New trk, New Wrk 10001 [- 212 76o-4438 Teter: Domestic:127636/968694 Intematonal: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 Gilliams 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. e $ g-obert E. Ballard, Jr. 4 REBa-HWMe:sce Pro]ect Manager 1 Letter cc: ARMS (R R Site) OL ([N. William]s (CYGNA, Calif) lL, lA (Response to Item 34 only) L. neingert (CYGNA, Calif) 1L lA G. Grace (CPPE Site) IL, IA lA (Response to Item 34 only) D. Wade (TUSI Site) IL ~ Dravo
7 Attachment to GTN-691'16 Item 32 - ' Attached is:a geometry plot of the main steam loop for which a time' step.and mass point sensitivity stud was p.erformed. 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 steam loops 1 thru 4. Also included are the plots of the net unbalanced forces for the associated legs.
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212 760-4438 MM M 1 k stic:127636/968694 Intemahonal. 428813/234475 A Dravo Company June 5, 1984....
GTN-69071 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. Should you have any questions contact Henry W. Mentel. Very truly yours, GIBBS & HILL, Inc. REBa-HWMe:lc \\ Robert E. Ballard, Jr. 1 Letter Project Manager CC: ARMS (B&R Site) OL
4 Williams (CYGNA, Calif. ) lL G. Grace (CPPE Site) lL 1A lL 1A D. Wade (TUSI Site) lL
[//[b L ) Mk.rk l Dravo
f //'2 fM 1, t a.'.GNA ) ' 32 ':0 : ' fi: l '.UE Loccro: Vy c (f g I {'00u0.. (g/7/py nte: dffL. ~h ta i 3 1%w,j cco~{ -p RECEIVED 4 JUN 7 1904 CYGIM - SAN FRANCISCO \\ l a - ~ ~._,,_
n u '. DOG 25,1978 g' \\- .5 05C 0142 0 l FISHER CO NIR.OLS COMPA NY ~".l.- O~~ QQ i 3 ;nARSmu.10 v.N; 10 WA ~ ~.. /.' . ' ~ f-f.ygbo' . c:". (. 'p.ssr.- ,'GTT-2653 ~..
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e '.AT TI LAB RY B 0H NS AC K/ R OY > BRO DI N ^ \\ ... ~. .o. .- v Q . r. ~~.,...: ' stb : IUGC0 PURCHASE ORDER CP.00 78' .c ... ~ / . ESTRA IN T. LD AD S
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4 / R J ?. CON. FIRM ING A PR EV 10 US TEl; ECON,.;THE:-- .s 27D LL OW ING A.R E THE LO AD S i " 'i A ND DIR EC TION. O.F LD AD S.I.M PO SED ON THE.M. AI N STEAM R .~ '('"f RESTRA IN TS: b :';,.. + ~ g n.. " ' ^* '.'".. 'TX:212.1B S. 't PARA LL EL TO ' THE 'PI PE P ". t. p FZ.: 4 5 LB S. ( IA TER. AL 1D THE - P IPE) ,.,.t,~. s4.. .+ \\. IF.YOU H AVE ANY FURTHiR QUESTIONS, -PLE ASE DO ' NOT HESI TA TE TO CO NT ACT LS. ~ RR R DC K/ Di/D MK /MG/.1R kl t f.:." -G IB BS HI L.1. N Y ~' .s 'CCI B Y 1ELEX lu SI JOB SI TE A TT: R T WO TANTEJUS ' " CO NTRO L 'AS ED CI ATES - AT T: MR JO HN D INZIK t g O e FISH CO N MT y
i <- - j7. n. w -r FISHER CONTROLS COMPANY (' n ;,e.,r;J 9 s]7P rr
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i _..e.. e. Reply fe FISHER CONTROL 5 COMPANY. R. A. Eaget Techeisel Center. P.O. Sea 11. Marshalltown, lowe 54158 i September 15, 1978 l Gibbs & Hill, Inc. 393 7th Avenue New York, New York 10001 Attn: Mr. H. R. Rock Project Manager Ref: Texas Utilities / Comanche Peak 0 I Project 2323, P. O. CP-0600 & CP-Of78
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)
Telecen with Ed DeFlorio (9/11/78)
A G & H 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 assembly; seismic motion of the valve assembly, or both 7 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. i O GA '~ - ----'--- ~ " ' - ' ' ' ' ~ ~ ' '
2-f. s J Gibbs & Boll, Inc. Aten: Mr. H. R. Rock Snubber. Loads (continued)
Subject:
Please confirm the meaning of these loada. If they are not due only to relative motion then please furnish such values. We are at a standstill on Specimen'i.II",' III, V, ahd:III until we receive the information. Yours truly, FISHER CONTROLS COMPANY
42. M Roy R. Brodin s;. -
Sr. Engineer 3, u e s. .s d s i .....s... RRB/sa i. 3 Larry'Bohnsack cc:
. Fin Chang Herb Rich
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..s FISIIER CONTROLS COMI%NY MANSHAIJJTtnVN, IOWA Docut m n. w -.=
pU October 11, 1978 (CVN 53H) i Gibbs & Hill, Inc.
393 Seventh Avenue New York, N. Y. 10001 Attn: Mr. H. R. Rock Project Manager
SUBJECT:
Submittal of September 25 and 26, 1978 Meeting Minutes for Your Approval. ~ REFERINCE: Texas Utilities Services, Inc. Comanche Peak Units 1 & 2 Gibbs & Bill Specification 2323-MS-600 & 2323-MS-78 Nuclear Safety Related Ccstrol Valves Fisher Order Series 1-63900; 1-63902 & 1-63500 Gentlemen: Attached is a copy of the meeting minutes from the September 25th and 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 meeting. If there are any comments or questions as to the contents of these minutes, please do not hesitate to contact us. Sincerely, FISHER CONTROLS COMPANT { f
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Ptswaa ca m.ou co 9.. D Q cc - Control Associates Atta: John Dinzik. (lL) Fisher Controls Co. Attn: Chuck Colwell (lL) Barb Rich (lL, lE).. Dan Dombrosky (l'L, lE) Roy Brodin (lL, lE) Dick Baumann (lL,1E) Larry Fleetwood (lL,1E) Jim Coulter (lL, 1E) Jim Ricks (lL,1E) Ron Schwarz (ll, lE) Addressee (4L, 4E) . Texas Utilities Services, Inc. (3L, 4E) Attn: Mr. J. B. George Project Manager - Nuclear Plants Brown & Root Inc. (2L) Attn: Mr. L. A. Ashley Texas Utilities Services Inc. (2L, II) Attn: Mr. J. T. Merritt Carroll Craves (lL, lE) Ed Gibson (lL, IE) Richard W11antejus (lL IE)
3. J. Murray (lL, lE)
Texas Utilities Generating Company (lL, lE) Attn: Mr. J. C. Kuykendall Gibbs & Hill, Inc. Attu: Ed Deflorio (lL, lE) s - Arnaldo Adorno (lL,1E) S. T. Cheu (lL, lE) l Fisher Continental Attn: Nick Lagios (lL, lE) ee O D e e ~-
c g Minutna of monting held at Fither Controls in Mar::h211 town, Iown bntween rcpretentativen of Ficher Contrelo, Texas Utilities, and Gibbs & Hill on September 25th and 26th. L ATTENDEES: September 25 September 26 . Dan Dombrosky - Fisher Dan Dombrosky - Fisher l 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 Gra'ves. - TUSI Ed Gibson - TUSI Ed Gibson - TUSI Richard Wolantejus - TUSI Richard.Wolantejus - TUSI Ed Deflorio - G & H Ed Deflorio - G & H Arnaldo Adorno - C & H Arnaldo Adorno - G & H I John Dinzik , Control Assoc. John Dinzik - Control Assoc. September 25 ' .A. Roy Brodin requested clarification of the snubber loads given to him F Treviously by Gibbs & Hill. Roy and Ed Deflorio took this up with the g ' applied mechanics people in New York and came,up with an answer sufficient E y for Roy to proceed. Roy will follow-up with a letter confirming the decisions arrived at on the phone. ~ .B. The use of 10 Mrad also prompted a discussion of the appropriate design life of elastomeric components on cotitrol valves. It was stated by Rich that Fisher's understanding of the location of all valves outside . containment were either in the safeguards or auxiliary buildings other ethan in one high radiation zone and, therefore, the 40 Mrad normal and ..: accident specification was an integrated dose. G & H indiented that -this was not previously made clear and that, presumably, 40 Mrad could g go d e. accumulated rapidly. It was decided that Fisher would request a gU -aleviation to clarify the issue suggesting that 10 Mrad is the maximum m ecommended for most elastomers. g .iFootnote - A letter is attached clarifying the separation of the above 4 -: issue from the NMICO-ASCO qualification. .C. lierb Rich explained the problem;of samling of conduit in the NM1CO atest program. This was the last;open item before acceptance of the 7.1SCO-NAMCO reports. Arnsido stated that this seemed to be a generic problem with electrical conduit and he felt Gibbs & Hill had a tentative -molution. He agreed that this problem was not Fisherd' and thereforc mthe ASCO-NMICO reports were acceptable. Fisher requested written acknow 4 .04dgement of the acceptance of the ASCO-NAMCO reports. Ses p h )Pf.% p 2.. F. g e., i e, 3+ O b. G G e G. e ~ ~ ^
.s-D. Fichsr questioned the required action of the passive valves innide '6 containment with Limitorque operators in case of an accident. Cibbs & Bill stated that any valve with a required fpaction in an accident would be active and therefore passive valves had no required function during ar'after an accident. Z. Cibbs & Bill expressed concern over the variability of the snuhber attachments Fisher might come up with. The concern secamed from the fact that the 'anubhe't designed for any not be the one used in acetiality. Fisher agreed to attempt to design attachment with the capability of adapt l73 to both the design size snubber and the next sise smaller. Fisher vill also try to design the attachment hardware such that snubber attachment points exist on all four sides of the actucor. TUSI indicated that the snubber attaclunent on the valve would not fall under ASME .Jaction III, subsection NF. ~ 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 Fisher would define the y & x axis as thru the yoke legs and perpendic-alar to the yoke legs respectively, rather than parallel and perpendic-1lar to the pipe. ' . G. TUSI agreed to procure the snubbers for use in the test program. 3 Eisber will inform TUSI of the requirements as quickly as possible expedite the procurement time. E. Dan Dombrosky clarified Fisher's Quality Assurance Program indicating that Fisher had recently had some isolated problems in this area. TUSI agreed that this was a very. legitimate concern and proceeded to setup a mqJL-audit for mid-October. Tisher reiterated that this was merely a , clarification and should not be a concern and should be viewed that way. 3 September 26 1Cibbs & Hill and TUSI stated t at because delivery is very critical, '21 sher should ship valves regardless of whether seismic testing is complete or not. They also stated that they would assume any financial } i s risk arising from the shipment of valves before testing in complete. - %rroll Graves stressed that the control valves were now in the critical path in the construction of the plant. Ihis being the case, ^any delivery l.
delays could directly affect the scheduled start-up date.
.9 9 O L 1 .-~ - a.
1. There were several open items to be resolved in the manufacturing area. T7 { U Fishers' concerns in the areas of 36gnetic particic acceptance a. criteria and hysterisis testing were answered in a wire froe Gibbs & Hill prior to the 9/26 meeting. b. Cibbs & Hill and WSI approved Fisher's method of packaging valves 2" and. smaller. NHS 164 was revised accordingly.and ' signed off. Fisher's concerns over the wording in the sequential marking c. requirements were clarified by WSI. NHS 164 was revised accordingly and signed off. d. Gibbs & Hill agreed to change the specification to eliminate FT of prod burns resulting from Magnetic Particle testing. NHS 161, was revised accordingly and signed off. Fisher requested clarification of the witness and 1.old peints a. 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 O variable, Fisher would probably elect to go to this new equipment 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 TDSI and Gibbs & Hill. ~ Production 4w TUSI outlined the super-critical 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 take these dates. TUSI got,a commitment from Fisher management to do everything possible ~ to make the dates required by TUSI. Ron 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 WSI know any improvements. Scott Mc gan O SM/cgd e 1
I,,.. I //3 l ) CYGNA ,1, W 6 / / 2-JOB NO /7 bT/ DATE LOGGED: 3 N (( LOG NO. : II. i i k t h&, ru.t : !!' [ /'2 b'[4 CROSS REF. F ILE bi / yne. &L p to ' RECElVED JUN 7 1w4 CYGid - StN [M.TISCO w=-s-- -*i.- ,m-
?. If, Leomi C 2 Ma.ra.no M-N, Ercas, Gd d, lis-Coy TEXAS LITIES SERVICES INC.TC.j%,.,
r. o. mox use. on.zw mass. vzxas neo or
.BokNI"Q Af s / R E t.,E 1 y c. w CPPA #19,525 l May 21',1982 hd ion, (Sc.( jC g JUN 7 1982 OIU3E b Nill' INC-b & Hi kN-ffense Eupp!7 j 393 Seventh Avenue New York, N. Y. 10001 11EcesSo-in[orm--joc COMANCHE PEAK STEAM ELECTRIC STATION Yo pefa.re, DEC D's ITT-G RESONANT SEARCH TEST PROCEDURE NUMBER MSC/RS-001 09.% M Gn-- CP-0208 and CP-604
Dear Mr. Ballard:
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 j 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. The following is a list of valves which ITT-Grinnell has yet to qualify: i 1-HV-5157 Air Operated 20 hz. 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. 2-CT-136 Motor Operated 27 hz. Based on the resonant search test results, Kamel suggestea that we look at three options. Option number 1 was to have ITT-Grinnell l put gusset plates on the valves to increase the frequency to 33 hz. 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 detennine if the stress analysis would still be acceptable. It was mutually agreed upon that Option number 3 would be tried first. TS/SSAG has reviewed the stress analysis reports for 1-HV-5157 and 5158 and have found them to be acceptable as is. The 1-CT-135 and 136 valves by comparison should be all right, however; we have 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. r--

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g t CPPA #19.525 Page 2 of 2 TUSI recomends that G & H proceed with obtaining necessary information 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 2G and 3G.. We do not have the loads for 1-CT-135 and 136 valves at this time. j ~ 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 amend specifications MS-0208 and MS-604. TUSI will issue DCA to specification MS-020B 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. Very truly yours, . R. Johnson Project Mechanical Engineering $Y JRJ: HAH:HRD:ery cc: ARMS M. R. McBay J. T. Merritt W. O. Hendley G. Krishnan D. Hicks 1 i
. - - - ~ - ~.,. a... cc E. Bond, A. Rutkowcki,- H.W. Mentol, K. Schlask, S. Marano FILE: ECM/AM 0559 O N555* SM= Interoffice Memorandum / ' 5-f S ' ' b,# g1 f 6 Kamal Bandyopadhyay / February 1.7, 1983 - DATE. TO: k[f F' n - h '2 S - o3 o S. Lim - JOB NO: FROM: AM-M-4379
SUBJECT:
"g" L ads on Flexible REF. NO: Valves Please find attached the "g" loads for the following four valves identified by ITT Grinnell with first natural fre-quencies less tFan 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 ? 1983 'F##% APPLIED H,.Ci!AN!ll.5, . ~ ~--. F 168. 8 75
Gibbs S Hill. Inc. job NO. //.73s.1 -o.s o Chent riisz-CPSES Subject nrnass neus "g " don 2> s Calculation Number Sheet No. Revoon T Date Rev. Date Rev. Date Rev.- Case Rev Date m I X X X X X Preparer @g( .t//(qTI Checaer 'sk 7f3 1 FLEXIBLE VALVE "g" LOADS: l s 1-HV-5157 1-HV-5158 1-CT-135 1-CT-136 bSSE*g" SSE "g" SSE "g" SSE "g" SSE "g" SSE "g" SSE "g" SSE "c'" 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: N 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 " diaphragm. 4" 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. Opray Vents & Drair, Vents & Drair Checking Method # j mqm F-166, 7-82
( .1, - REBdl d/MS-203, dhyay, ESchlask @r mr4ui TGOING, MSMillo 860.2716, ,1 xOMoor.
m" ond3 a-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. Mgr. Gentlemen:: TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK STEAM ELECTRIC STATION G&H PROJECT NO. 2323 Os 09410 DEVIATION REQUESTS DE/CD S-2716, Rev.1 . SPECIFICATION 2323-MS-20B Enclosed for your review is a copy of Design Engineering Change Deviation Request number S-2716, R.1 Please inform us of your disposition of this request. i All recipiinnts of this letter are advised that authorization from TUSI is required before proceeding with the action noted herein. Very truly yours, GIBBS & HILL, Inc. d,e
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REBa-le ~ 1 Letter +.1 Attachment Pr63E,Hanager CC: ARMS (B&R Site) OL + OA 9u 5 O Drew?o
.t[(T. DESIGN / ENGINEERING ~ CRAJeGE/FEVIATION nsuus.mi .fa 1-O meCLEAR shrErr-4ELATEn d i man-NoCLEAR sAr m RELATEn - l_.l now-NoCLEAR SAFETY RELATE
h GA Pm0 GRAM APPLICABLE l
'I 11-2323-056 S-2716 1 065 Joh. No. DE/CD Betpsest No. Rev. / asquested Dys 51.E l[lC11ent l3lPield l[l Vender l[l FEDN CPPA-19525. (JRJohnson) asterense noew.ent AM Memo AM M-4379 mer. nate 2/17/83 ascuments m eted: G&H Specification 2323-MS-20B, Rev. 1 & Addendum 1 DESCRIPT!06 OF CNANGE/DEVIATICIf REQUESTEDs see attached 31eCINTERINC JUSTIFICATION POR ABOVE: The motor-operated valves have a resonance frequency below 33 Hertz. i gg g_ u ] - O MEQUEST PREPARED BY K. K. Bantffopadh' yay Sr.Eng'r 4/27/83 Title Date INTERDISCIPLINE REVIEWS Design Revliewer/Ervineer complete. His section Initials Date ~
1. Is 's.ais a significant deviation or error 7 TES l l No l[
KLA v/2r/u "ll " I: Mechanica1 El-etrieel M 4/lkJ oesion Reviewer Coepletes w as section j oA cesign verification: Approved ld not Approved l_l ~ Design Review Eng. R.'?hA *kom-m ' a te I/h7/[$ wea D \\ ( Job Engineer Completes this section
1. Is change potentially reportable under 10CFR217 YES l ~ l NO l[l

2. Is change in compliance with BTP-ETSE 11-17 TES l 1 l 30l[l MAl~l 1

3. Applicable DCRP Date l
CMANCE/DEVIATIOff REQUEST: f i Approved l Not Approved l[l Approved lvl Not Approved l~l J. E. Date Project Manage / /w Date f/ W' I Q e s ~ s --n- ,.n

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m.. i.- DESIGN / ENGINEERING' CHANGE / DEVIATION REQUEST S-2716 -%() Description of Change / Deviation Requested Revise GER Specification 2323-MS-20B, Rev. 1 and Add. 1, as follows: 'i' Revision 1 - Pa'ge 3-31, Paragraph 3.7.9.3.c (Addendum 1, paae 5 of 7, Item 13, Renumbered Paragraph 3.7.9.4.b) 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-actuated Saunders patent type steel valves shall be des'igned to withstand seismic forces resulting from accelerations of 3g in each of the two horizontal directions and 2g in the vertical 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 valve assembly is less than 33 Hertz, the Seller shall provide all natural frequencies below 33 Hertz and applicable mass and 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 61s exceed the g-values mentioned above, the Seller will be so notified, and the Seller shall qualify the equipment for the new g-values 9 () otherwise, abov 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 i technique. The equipment function shall not be impaired by the SSE. Revision 1 - Page 3-31, Paragraph 3.7.9.3.f (Addendum 1, page 6 of 7, Item 14, Renumbered Paragraph 3.7.9.4.e) i Delete.the entire paragraph. i O i w
jl 1 i 2d. Documentation or a stress run'for the 8-inch relief valve lifting only,does not exist. Upon reviewing the an,alysis, i it shows that.the thrust force.of the relief valve is divided V.-. ba's'eii 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 _lo ad..
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F CYGNA g ~ " N U(./ U JOB NO. DAir tocctD: -. N/'I/_N j ~ ..JI.lLL l Los no. - ~ cES:sN aEv:::vIts: /1. /:1.. $ 4. n & :2 RECORD FORHCROSS REF. FILE bY-[ 'I,-[ 1 /c4
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v L., Texas Utilities Serrices. Inc. Comanche Peak 5.E.S. 2223 FRGJECT Gsd Joe Nc. CLIENT Et ANVe Disp! Aid.WP h N4" T?.tle: S t.,i & N ( l Liw.s i[, Drawing Calculation C, Spec:,f1 Cat:.On 2/n/a3 op.s-i c., s.t 3 o ~ ' CA"~I DCCUMENT NC. REV!51CN NC. i COMMENTS ARE AS NOTED ON OOC" MENT.*FE!*S LISTED BELOW EXCEPT A3 5TATIO riERI;N: O 4 e REQUIRED AC'" ION MD /M 8&u/AO ~2.- // 5 l DE p N REv;Ew ENGINETa REVIEd RA!! RE;C:3El': ACTION SATISTAC"ORI*.Y COMPLETED YES:,, I NC l_l COMMENTS 't_ R E'C EI V E C JUN 7 bo9 .uv ; o ;,. I Ds51sN.uv; s c4G;NcEs i CYGt1A - SAfl fiECISO 1 i
~ nrEIGN REVIEW PROCEDURE SPECIAL ANALYSIS CHECKLIST-CALCULATIONS Jts No.__ 2323 CAIC. No. D R 8 - I C.. S c.t 3 REV. No. O TTEE S*I5"N. G!.e 1cdiva. Dispkumts [oT Moiw S bvn Liwes Im C=s-mm 1. UBNRC " Current Events-Power Reactors" and " Operating Experience" records have been considered, where applicable (Ref. Job Engr.) j i 2. Scopes covers all intended work, no interface gaps, / no overlaps (Ref. Project Guide) 3. Assumptions are listed, clearly defined and reasonable f 4. Items to be re-verified, later in design, identified AM 5. References, including other calculations and sources, are listed [ 6. A description of the appropriate methods of analysis and design is included (Ref. FSAR) j 7. Forp ulae and g g tieg y rg y 1{ cable and defined y 8. Mathematical check indicates satisfactory solution / 9. Conforms to applicable specification gA 10. Loads and load combinations are correct (Ref. FSAR) (including Environmental Considerations) g l 11. Deflections and displacements are suitable and reasonable j (Interface with other disciplines) 12. Compatible with equipment information (Imads, Dimensions) g. 13. Description of materials included (Ref. FSAR) g 14. Compatible with soil properties (Rg.gSARgdglpport) / 15. Compatible with related drawings / 16. Conforms to FSAR y 17 Specific references to codes and standards are included and conforms thereto (Ref. FSAR and Project Guide) NA j 18. Conforms to Structural Design Criteria PIA 19. Interface with other disciplines has been accomplished f 20. Properly indexed and filed / 21. Additional for Computerized Calculations: a. Proper Computer Program (Ref. FSAR) has been approved for use MM b. Data Input, Assumptions and Model are ' listed, defined and are satisfactory M 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 j has considered each item on the checklist. / Signifies design reviewer's completion of review NA Not Applicable 2.filN i Design Reviewer's Signature Date Design Reviewer's Name b4 bM ,--w-e- .e n, -n--- ,-,--m

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- 4M6FrMc%Wrsatica = noserd ~~,,,j; ~ 6/15/79 JUN 7 1984 vi. : 2 00 P.M. CYMA - SS fRA!CISCO ~ ~~ Cell by. A. Rutkowski ,g Gibbs & Hill, Inc. W=7 (c==,=rs \\ Doug Frazer Westinghouse Answer by: of Mml (Cemeeny! Co n t ra c t N o: 11-2323-001 Subject di 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. suuuany or oiscussion, occasions awo couusrucwTs. 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 values for each direction. ( Then this resultant response have to be combined with i SSE response by SRSS method. W feels that the allowable stress values for faulted. conditions have to be used to verify the stress levelJin the piping. l CYGNA ( JOB NO : N l ARu:eca ru.t: ILLL M -5l caos.s arr. ritr /[ @4 7' 7'J_ s. h, ~ l# ,.,s. _.. _. _ _ _ _ _ _ _ _ _.. _. _. - _ _ _. _ _ _ _ _ _ _ _ ~., - - _. _ _. _
fM/A/G C00Cl 232,3 C:t : 3/20/79 Q Tolophozo Convorsotico Rt c h,YC M NG U C I C, %.r.., JDL, DCMe, ECy Time: 3:00PM TC-157s GTN 36115 (4/24/79) JUN 7 1984 pyrma.g.s;ppiuf,;eganSsHILL,N.Y. A. RUTxOwSK: ^ %- Cell by: + WESTINGHOUSE ' Answer by: ROBERT KELLY d I GNw . (c w! TEXAS ufILITIES GENERATING COMPANY GsH 2323_ Cen t re e t M e: bTEAM GENERATOR NOZZLE ALLOWABLE LOADS FOR 5=bieet 4i~s e v s s e d: STEAM HAMMER TRANSIENT LOADING DUE TO THE ~ MS TURsINE TRIP-OUT (FAST CICSURE OF THE STOP VALVE) r sumunv or oise. ssmw. occasions ao co..ir.gnes, Bob Kelly ' stated'that the allowable nozzle loads can be ~ obtained by adding allowables for Pressure, Thermal, I The resultant allowable values Deadweight and 1/2 SSE. should be' compared with the sum of actual loads due to Pressure, Thermal, Deadweight and Steam Hammer loadings. i u ajV cc: J. T. Merritt (TUSI site) R. E. Holloway (G&H Dallas) A. T. Parker (WNES, Pitts.) j R. Kelly (WNES, Pitts.) .CYGNA ,(c) \\ ) WCQ L f JOB NO, h[F [8 Y DATE LOGGED;
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(. IS, GSi,.B, 04# OUTGOING. Time: 10t30A.M. GTN 4I4 64"' ~" * *"" LataMl/3/797-3 g,l ISRAEL STEIN g *GER, Inc. N (C W s. 1;._...' R. ' KELLY--- "- E- - * WNES !" - - Answer by: of ~ &.=......+n g..... v.e-=ppu.s,..'n<. ,,,qp.yQp,in.3. ;. ust.nss.a.. .. e -e... (c s s 11-2323-001 ^ 4 Subject dis c u s s e d: Nozzle Loads on Main Steam Generator .r. summany or ossevasson, occasions ano comu:Tuswys. I f i J Questions normal,' combine al1owable thermal and deadweight for 1. Can we condition. 2. Thermal and deadweight and seismic (obe) for upset condi' tion. L' 3. Thermal and deadweight and seismic (sse) for faulted condition. i Jthswer GsH can combine loads as asked and also combine srss Fy & Fz as resultant shear force, and arms My & Mz as combined bending moment. I h l. AM HRR/IS llo ,n1 ._.--,.,,,..,-,.-__n..,,?_,.,_..,.-.,nn.,_.,,.,.-n,,,,,.,, ,.,-c,-.- ,,_n,,., .n_ _., _ _,,, -, - - -,,.,.,,,,, - -. <
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II I Conservatism Built in the Welding Proc $duro 1. In The Equations of Acceptance of the Welding Attachment Procedure there are two set of terms. First set of terms the stress level obtained from the piping analysis represent computer output (ADLPIPE) for cifferent load conditions. The second set of terms represent the local stress due to the attachment, from Cylnoz comput'ar output, for the corresponding load conditions. The Cylnoz program is based on Bijlased analysis which and applies to a simply supported cylindrical shell, therefore a portion of the resulting stress and deformations is due to the beam-type action of the shell(Ref). Since the beam-type stress are already considered in the piping analysis (ADLPIPE), there is a significant degree of conservation. 2. The normal direct stress from piping analysis (ADLPIPE)is added colinearly to the maximum stress intensity out of the eight points analyzed in Cylnoz, regardless of direction.
Reference:
W.G. Dodge " Secondary Stress Indices for Integral Structural Atta chments to Straight Pipe" - WRC Bulletin No. 198, Sept. 1974. R EC EIV ED FCYGNA' vu ov - D/7 I W . JUN 7 1%4 D ATE LOGG?.D. -- ))$ ~~-) ( & ;h= sfb YY SC0 lU FILE * }'~gy -fje., Lo % <~;"- CROSS REF. FILE - L-(
1 s. I I l l Lording Conditions l Equations of Acceptance i Stress Limits l l lSu3toined Loads 1 I I l(8) Ssn + Ss'L l Sh l l l 1 I i'u3toined and l ( 9')~ Son + S on i 1.5 Sh I i lS I l i lccencional loads l l I e l (up et condition) l Son + So,n + S,,n l 1.8 Sh I o I I I l l l I l r OLE + S,LE l 2.16 Sg l i (' elSustnined and l ( 9'e ) S O lCccesional loads l l l, Jd ! l (cmargency condition) l l l. I i I-l g lSuatnined loads, thermal I ( 11') Ssn + STE + SSL + STE I SA+Sh I loxp:nsion and anchor l 1 l l movements l l l Wharon is as defined previously on page 1 (OIDib E) SsL, Son, Song and STE iSgn The primary localized membrane stress due to sustained loads. = The primary localized membrane stress due to sustained and Son = v' occasional loads such as earthquake (OBE).
Bong = The primary localized membrano stress due to sustained and occasional loads such as carthquake (SSE).
Son The localized bending stress due to sustained and occasional = loads such'as earthquake,(OBE). v', 5 Y' ~ 1 STE The localized secondary stresses from expansion loads and anchor = movements. O e e e e S e 9 e g e
e b trEM 2-7 1 ) l l 4 l l J I 1 l - - - - - - - - - - - - - - ~ ~ ~ ~ ~ ~ ' ' ' ' ' ' - ~
l20 Regarding G&H response to CYGNA question 3a - (Telecopied questions dated March 21, 1984 - 8:30AM) ~ s 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. i ~~~~T [__k RECEIVED un wao ~~~Tgfgp_. ~- 1 JUN 7 1984 . ;- g~ gy.. p, Ihl: F g lef ~- CYGilA. S.5.!1 FRA!!CISCO ! 'j,', y,. r n;t 1 l
p

.-w aa a

s-a x -a---m e 4 s 1* L 'J. 0 l l + f I i I I G4H Pav6"SE Ra weimnw op 4 W W l ~-+-ww..m
g[ l2/ 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. f, r ..t.- '{ { s u.e,. DATE * 's
.<.: n.
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b..! FRANGSCO l '"'
~ "~- CROSS REF. FILE}}

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