ML17256A841
| ML17256A841 | |
| Person / Time | |
|---|---|
| Site: | Ginna  |
| Issue date: | 04/20/1982 |
| From: | Maier J ROCHESTER GAS & ELECTRIC CORP. |
| To: | Crutchfield D Office of Nuclear Reactor Regulation |
| References | |
| TASK-03-06, TASK-03-11, TASK-3-11, TASK-3-6, TASK-RR NUDOCS 8204260147 | |
| Download: ML17256A841 (14) | |
Text
{{#Wiki_filter:REGULATORY ORMAT ION DISTRIBUTION SYSl ('RIDE) AOCESSION NBR ~ 820 l2601 l7 DOC ~ DATE o 82/0 l/20 NOTARIZED e Ng,. DOCKE'f FACIL:50-244 Robert Emmet Ginna Nuclear Planti Uni't 1F Rochester "G
- 05000244,
'AUTH INANE AUTHOR AFFILIATION MAIERgJ ~ 6 ~ Rochester Gas 8 "Electric ~Corp'ECIPNNAME RECIPIENT AFFILIATION ORUTCHFIELDFD ~ Operating Reactors Branch 5
SUBJECT:
Informs ",that end connections of turbine bldg ~structural member 25 will resist seismic member "forces.'No mods will be made for Open Issue *2iin response to.'SEP !Topios III 6 'L III iiiseismic design considerations ~ DISTRIBUTION CODE: A035S COPIES ~RECEIVED'-LTR. l ENCL,J 'SIZE TITLE: SEP -Topics NOTES:NRR/DL/SEP icy. 05000244 REC IP IENT ID CODE/NAME ORB 05 BC 01 INTERNAL: NRR/DE/ADMQE 13 NRR/DL/ORAB 11 NRR/DS I/AEB 04 COPIES LTTR ENCL 7 7 1 1 1 1 1 1 1 RECIPIENT ID.CODE/NAME NRR/DE/HGEB 10 NRR/DL/SEPB 1'2 NRR/DSI/CSB 07 RGN1 COPIES LTtTR ENCL '2 2 Y3 1 1 ~ 1 EXTERNAL: ACRS NRC PDR 14 02 10 10 1 LPDR NTIS 03 1 1 1 1 TOTAL NUMBER OF COPIES REQUIRED: L'TTR Pf ENCL "Pf
O Ik I
t errzzz! srsttum I ~ IQ ILQ ~ zri<<ru itu~uilin 8F:::: ROCHESTER GAS AND ELECTRIC CORPORATION ~ 89 EAST AVENUE, ROCHESTER, N.Y. 14649 JOHN E MAIBR Vice Presklent TELEPHONE AREA CODE 7I6 546-2700 April 20, 1982 ~I'LP' 'Q q,+ y@y+ '0 Director of Nuclear Reactor Regulation Attention: Mr. Dennis M. Crutchfield, Chief Operating Reactors Branch No. 5 U.S. Nuclear Regulatory Commission Washington
Subject:
D.C. 20555 SEP Topics III-6 and III-ll, "Seismic Design Considerations" R.E. Ginna Nuclear Power Plant Docket No. 50-244
Dear Mr. Crutchfield:
In response to the question concerning the adequacy of structural member 25 of the Turbine Building as addressed in our letter dated November 3, 1981 (open issue ¹2), we have determined that the end connections will resist the seismic member forces as shown by Attachment l. It was agreed during telephone conversations with staff members and Lawrence Livermore (LLNL) personnel that connection resistance would be checked based on the 1.1 overstress from the LLNL analysis. I IL Since the LLNL overstress is small and the connections are
- adequate, we still will not make any modifications for open issue
¹2. Very truly yours, Jo n E. Maier peas i/
P ~ I II II .4
a Gilbort Associatos, Inc. Rending, Penneylvenle CALCULAY ION <6'<SCAfEhf7" TIIICglhfn El.AM, KACIHCi &VAI.'id R EV. 0 MIC R0 F ILME 0 ORIGINATOR+,Q,QQITIQ DATE g 5 QQ SUBJECT gCI(P M QIQQQ Qg+l'lQI& CISID ~l PAGE PAGES L, g 'op< ~T M ~ ,E'taR TIIS 'kACIMftISCilhianN CaCuthi&f F d ti F II gag . I I ~itfdTEa gCIIIC.( IP. C...,Z. 8 . >...I3.I CIP. 73 -'S-oZ-ZZ) M 1 1 I fl h I I~ 1 VI'Id@I:, i i P CIE'dÃ~ PgEA') 'DaI=E<AigE 8gbciil F '.'t~gS'-g5.~ ~fyla7. SLAV..n B~Ta,~CS To wdpf'..I.T. Tl.. IS bQaftl i.CAOS.',V+GgPhII.>GO. 6f l...L.O'.L.;. (RPl.~ 67idj. I i M I '\\ ~ I M I I l i L. Id thlaEII'.,, IMIIIFB.Qt,z,; 6'I M XM e,z>dttl Ks..( HaTE: 'dye'IMIIM>q Ip< ~ -S~~~h j4 <][0", ~~I<IOg,~gag q()g gpss p.I.'~y" IIlq'); l l i I 1 M l 1 I HF.SC>ci~q, Ig~',! gg (30 IhhatMIEEI:5 rAEEa. STI.'EMnlf CtIB(i MIIEI Q.'"-IbmlG.. f-.OCCSS. I.Ep "prune,(5 SPonSe M h So. Tfh~. pl., 584QnJ) uDb 0=.. I M I I V 4M( I i,l;; LB~2, 4<(-.:h. .: S) cps 4 /gal, 685QQQ I COI.l~CgiOIQ ~ POg TH< )BLZ. t-.<>
~ 'ilbert Associates, Inc. c~ Reading, Pennsylvania CALCULATION SuoaECT ggtG CjlNQl> &CO'T!QA C IS ID rgiN!I4o Il 0!I.!ISGrai! KYdLIJhfloA I 44. l REV 0 MICROFILMED ORIGI4ATOR3 ty!iI P,dgiyIg+P DATE Q>~ C4 PAGE OF PAGES f'Kht ccr~v~i<~g I I I l ( ~ ~ QE,TAII I I 'I I I I ,pe< gape>sicko, ospxiL. PRawivc, I I ~ 'I ~ I Q ~bali.o ~a6-I I $g= (K..Z l!P)=--= - pe 5 ~ ~ v ed% OJ -'7 0 d'i ( I g) I ,0 TII
- -C.i" I
..4u &!75-.7~" g.H.T, Q,~2$) I pure -+~4 ~z-9~< I ~ ~ Ql in~ JJq C Fi)., J g(o ~~a) '~ ~~~ ill IQn g ( o g UlO ~ g~ jf ~ 4
- - Vs'.6 W.P.
J'. SID '6 sZ t I ~~a'I>. IIZVS4~ I'ZMBIO v I! I) CHECK. $NGW(l raanPGP yO,COSSET ~i.ay~,5Ogq > ~ I ~5~ If~'J OvJ S~OWq ZgP~ C~NVmTiOI~ -ZHC~~~S l>> -+isa,R Pa>>E I AtsC. O'"'-Q!T!otJ gggo.~i) = Z5.o BI(s (po!z on)ILK'wsnv) I
~
~I Z5.> ~'l.4=~~5.Q 4!PI~ r i'2)Z,Z'>!PS adS' ~ i I ~
~ ~ Gilbert Associates, Inc. Reading. PennayIvani ~ CALCULATIOH >>>>ECT gag-QINidI.K I'/4ilQQ IuiMlWG l2LPq SeP~,I~4 <VZLVbyiga REVo 0 MIC R0 F I L ME 0 ORIGINATOR~Q 68AWgA DATE gS-g C IS ID I:K(I.KI-Ov PAGE OF PAGES i Z) C/SCARC. PV>SET PLd~G. qO 4 'I zyrEQcqoRE. I I &CLT5 II
- 9) P-aX.QS TBHSa.6.L.mid. ir~TO.Pe(El'. q QS(Q..COD('O>>~~.<
II 4 - '~M.7 I t I I Q gg-( $~<<<< ~>OS qgS &OK Ai)HALF (,'7~.~WaPS qPK,. . /+70~, ~~gglG:.. Ab&~'~r, Wl:( .S[4EAQ, ~OS.~t4.,; &o(-T5., I I ~ 4 ,)iZg =~~ g Y-l(."r ' T( II '-gK4~, Aiit. S " xI i(~~zg< 4'7.4, Lt4j:," ( QV&x4K4,5tnKtt.C.cl'M'< Tge~~OiY~ Sl ~e P~t =J gc AUpJQEKKKI(SnLT x g,g xl.ttt "- ZDfi.<KIST ILI (I'I IttPK IDx II II I K I It 4 I t I I ~ l t ~ 0 = I K 9) Cgr~'LIE WSL g ~ OP jg(SFT'~TI" ~ ~tgqL.S>> I ~ 4 gagee< - SMww ElGcTRoQES ALMA;'44 LQ Sf4C855.= IQ f5 4 .-CI2I F:AIIK"<o pII ~ 4 yP=g-gg~ p f'ogclSLG P lugged. eaPc5 l) <gag cH ZHF'cPT ~F0 OP &l=LE I c,'AGAI2 8Ci WB= H wGLg L,GCj ( FpASK ~G'i':) S~E lH f'l.kgb I ~ IP Zl
~ r
Q, Gilbert Associates, Inc c Rontiing. Pennayitionia CALCULATIOH'!IG~ gQ(c,- Q{H~P M'QfCW {48&>4{. SV{LOit4 6 CAC!<44 cALVATI~ REVd 0 MICROFILMEO ORIGINATOR $ $+,QQ~~ GATE GP-~- P,~ PAGE OF5 PAGES I ~ d 'PAlLVP!G, QO.+ i FW{LVEEHo.Z l Fntu>RK Ho'. I v I 1 I ~ d l I l i ~Y ega ~pe= -S{m.~@~-{g u<O FO~tln.CIF~~ d 2, '2 Wc&5 I !5 i l$29 I I Ih I d j, ~ '; I S5$+tl Otd5 ~/jdt Oyidtggp .'DQtdtdln) dttpt tl x( t'a >IS'- < it~i'~, I t - l +it(,.${@)$$t.a I i I I l7' {Ihip]t'!O = 8 'ARUM SA~E chal'Kc7y $ Q~ i~- rnaqu ~o I I 5'o~itt'top..tt~n'= '4/>Spy = g,Z5 ":(i' I I ~ A~ RCK/tdt.I$~~ ~.& (.Kid ~cg = )x/*='It,g li'~ ~:i WTa i ~g'GCfKA{ ~/Ms W55~9 i 'I I! I I lD I t I I $ {g I ~ i, g/ FutPGSIq~.O-W~ ='! '23x'E'W<'Pg = lid li i I i I 1 ~ ldll I l iWGLQ.5(4t-AR $$ $ $$' 5.'f. t trni-AL CC~,~o 6 '~'Ii'ttt$5K 1, I I I -.S= I ~~~6/,.6!5= <-.,<<, =Q'. (,4e!) ~(.I=- IdO '.> (tn: o $ -5545-tg~t6= /iq "=5'+~~$ " I cllS ( "l<<~1~~ t I 'i .'. J-'i wS oG,',? Co~foPR~)S <KR. l PROPRIETARY INFORMATIONOF GIL8ERT ASSOCIATES, INC$ FOR INTERNAL USE ONLY i ~ t l ~ ~ GAI 446 12/BI
<h Gilbort Associatos, Inc. Reading, Pennsylvsnis CALCULATIOH SuO>ECT g C IS ID Ti cehhhs 6h.Plh. Iihj'.I%I:Qhh shia ,na4 i 4 Ihh.lj" c6 REV 0 MICROFII.MED ORIGINATOR DATE C'3 QQ ~ ~~"P PAGE G G PAGES j ~ I '~j i 0, FO'HAT B{.b& iC. 6t.%>~ASM 'whLgs,c , SNQH) ChEI'ER l v.g pgO I Il ~>> L.L'H,.L ,g J I h h I h I. ' i h h 1 4 I l7,'SHOVEL,Q 86, C S Kessel ~ HA~~ IIEBH USFQ ~ 'BTEPl'wl4IE.: THE..gkhS[l.IZT.OP THE. CONV~~Tloa CO~(ms~a. W Su(ilO@':<<P~ LmOS cl'P.T'Hc. gRAcl'Nq'4nine-EEs I I I j 1 h I '.41=;. A~t=G<4T~ hC? MPf'QI~~7. id'. YiGj.Q'.ahQS', OP +a I h 4 I h h h I l 4I~i,, I' I I I I i 1 L L) f l h I j I I h I h k 'I h 1 I 4 h h h h h h I I I ) s I 'I I 1 ( d t i I I I I ~ ~ h
0 I}}