ML20153G570

From kanterella
Jump to navigation Jump to search
Package Consisting of Nonproprietary Isometric Drawings for AP600 Main Steam Line & Deadweight Analysis Results.With Two Oversize Drawings
ML20153G570
Person / Time
Site: 05200003
Issue date: 03/30/1995
From:
WESTINGHOUSE ELECTRIC COMPANY, DIV OF CBS CORP.
To:
Shared Package
ML20153G563 List:
References
NUDOCS 9809300122
Download: ML20153G570 (22)
v • d • e


Text

{{#Wiki_filter:_ 1 ' l 3,:.,. (,; ,.h ^. j'bd ) (4 g$ , g;, v,4; y l g,' g \\ Ey, il 3 g w.... :. m {:,3,,' g p ^ -, g.. ;

, x,;

i c

,g

., "5., u s. u - a ,i 8,;,( . %,l Li

L

?a6 ai 41 D 5 ,>y a= >=< .= a ' a..: 3; e, L,.. -, i '?, - + . ~ 4999W WNNnNNNN O N N FI,9 N N eNN eW9ge9m e,9 m 5 hhhhh HEE HEE hEEE55$8h{;l .,3 l l ',i $ idi?idididiiii$idi$idi?diiidii$$$iiii5 ,3 5 s w a l n n nem e non n_. no-moa. -:1 ~ 8 8G 8E"n 88" 8EN 8 **N 0: 2* S 88888888888888$'$883"5'8;4 l ';" 'I l xI 8 e n. E ?. <,.; -, i f_,d d f f f f f f f f; N I O i. m \\ g .2_. 1....:ss 82......... ; gi;' .,13 q.; ~3.a.! ^ n,g3_g8g88ge_gagege:8:g*ggh4*SI."g25.'gE'Ig3%<!!"& J"

y, n,1 S*99999g99999oo9999.999e e_

_el - 809 k99 8 "*""":i '

_ 3 _

1"*

  • M,t;,k "n N;;[, j l, j y O0000000000000000000,00_000090_0000000000;?

. e[ e, O[ 4 s,;e s a v o-R l5.. c .: c,: z a ;. l

, o, e
:

,,e ~ 0 -, l. !, 3 Q M .,on noog. n,ggn,,,n,$,5555n,,,,$ ,,g n, l "1, id E ?R " E5555 5555555888588855 8 555558 535$ a op:! E (.jl - ????? ????????????????????????????????? m 5 t - + = ~ na u l "? 1: .le t i E lisifalaiitstalitalitalalalalalalailsh " " s ' .o n j'i Y*ddddddddfdffddddd6ddddddddddddddddddfdl - mOach o/, sme5 u l w+.. l a ?,- :,; 8: z;0 j SO ... o - a s, -. ON ~ 2 :: 1 ^ s E asaaaaaaaaaaaaaaaaliaalitatalatasissas5 n 4:; b " d"""""""""fy"id""4"iffi$s g5 c c. ::,. a ~ a

    • O wz" OO i

"W,4i I" ; 8'. 8 04 O',,,p ]I.l. d n p I ,0, g2T Ox

  1. .eE, w3D8 WA 56-nnEo$o$880co-new-mennecemoEn*wie-em$8L e

.0.. Fo 888 8 8 85 g -- ---------- 55855588888888 8888888 l ,3, $y 3 ~ -,4 h2 ' 1, es :s ,O, w-l 3 + , +, - -

U E S T I N G H.O U S E, ,E L.E C T O,I C _C,0 0 P O,B A.T,,I O.N + . :;e s. , ~ 66.. .PAGE NO, 39 _

    • '~2*~,

.... - - -. - _ _ _ _. _' DELa# WK <:W -M AP600 hs > iM. DST /PIPESTRE3 +6 W' ~ E veretonW4;05 ~ __....-._.._.._____-C NRd M APte4 M h h 5 ~ R. MM _ ? " ~ % 221i %. ? G hM G is ' N 4.

  • ~ -

~m~ pg paggggy 7p 0 CALCULATION. NUMBER T O 1Ig... 3 42 CODE:SECTION III: CLASS:2 XASMEa19861REV'A49 4LHEC M " P *C ATIMEC14:04'tSS? J3/30/952 SGS-PLA-04A; MAIN STEAM.B;~RUN.. #19 LOADING CASE NO, '.10 DESGN WGH.T. gANALY.SI.S DW. -. ,g

g..-en

+ + ~ _ ;, w. .. s ,.? ... w x am. ~.,... = s*,. 4 s l , p.g7.: gggy a -- GLOBAt. -- : DISPLACEMENT $11N;INCHESC. 1ROYATIONSf!N. RADIANS *1000;- ~ ~ my .POIN7': ';D(X)c iD(Y)M SD(2)f J R(X)??"- TN(Y)! s R(Z) M cV ev 4 s 7002J

~O.0023 5~0;OI43 F-0.048?

t0.30888 DJ.O'00211iCO.00291i zm N 7093 -0.002 -0.016 -0.050 O.31240 0.00303 0.00485 ,7084 ,-0.0025 E-0.012 i I40.05ts i o.32006M 0.00426 Y r 0.00720 / ' ~ A 7095 -0.002 -0.020 -0.053 0.32476 0.00483 0.00820 7062. L -0.002 -. E-0.0201 9 0.069 FO.32478L 40.00483"70.008207 7069 -0.002 -0,017 .-O.069 0.32476 0.00483~ 0.00820 I 7070/ L-0.0026 J-0.000Y J-0.089i !0.3247607.0.00485 J 0.00820i. i:RE it 7069 -0.002 -0.017 -0.069 0.32475 ...0,00483 0.00820 70724 i-0.002 i'^ G-0.0185 E-01088? ( 0.32476% d O.004SS E 10.00820 :- .L REC 1 T W ? 7062 -0.002 -0.020 -0.069 O.32476...O.00483 0.00820 7061~

  • -0.0021 1-0.020-C-0.077 T

.:0.32478T10.0040ST 0.004205 ~ 7060 -0.002 -0.013 -0.077 O.31999. O,00687 0.01086 .7069 :

-O.002 M -0.0077 f-0.0772 R0.31323) PO.00898 (0.012SSF '

7044 -0.002 -0.002 -0.077 0.31288 0.00947 0.01371 - 7056-U-0.002i Jo.004J E-0.077J J ?O.31288 770.009477-C.01271 & J ~ 7057 -0.003 O.016 -0.077 _.O.31288 0.00947 0.01371

  • 7058 i S -0.003i 10:023i O.077~

~ *0.31298ii0.00047 E 010t371? 7062 .-0,002 -0.020 -0.069 " 0.076 E 50432478 %,.O.004830.00483 J 0.00a2 C 0.32476 0.00820 ..7068-U-0.002 " -0.021 :: w 7067 -0.002 -0.014 -0.076 O.32137 0,00182 -0.00t29 7066~ .. -0.002 i. T-0.007'< f-0.078i 00;31902 0 4.00141 2 -0.01108? 7055 -0.002 -0.003 -0.077 0.31465 -0.00155 -0.01147 4 7063-i-0.002J 0.003 { ^ i:-0.077 ; 0;31435 Ubo.00155 N-0.011471~ 7064 -0.002 0,015 -0,077 0.31465 -0.00155 -0.01147 M 7065 3'-O:002L 20.0231 0-0.0777 " JO'314sst5 0.001ssR-0;Ot1477 L.. 7062 -0.002 -0.020 -0.069 0.32476 0,00483 0.00820 O .7074 i-0.0021 k-0.044 W VO.C70 ? 60.32983 M^O.004e72 10.00e51i +

-y 0#

7075 -0.001 -0.049 -0.070 0.32375 0,00487 0.00858 ~ f 'l 7076 JO.0004 i-011245 :-0.074? m iO.31987140200300 ?O.012341

RE* i1

- $N=.11 j' 7077 C.OOO 0.135.. O,074 0.31467 O.00351 0.01292 E* 7078:. OO.000D i_ 0.164h 9 0.075: E O.31217s ? O.00290. ' O.O1453 h !M + - 7079 0.000 -0.194 -0.076 O.31154 0.00281 0.01503

- 7080 <

~ L.O.00tu 90.278 53 9 0.078? (O;31042 M 0100307s !O.01651) ~ ^ < .x gr 7023 0.000 0.000 . _-0,008 N. -0.00357.. O,02282.. 0.00345 d 7045L J 0.0007 ~ 10.000 2 '90;00th 10:00248 W O;021301C0.005G3 5 7046 0.000 0.000 -0.008 N.O.01589 0.01852 0.00794 i f {% 40.001J 4-0 OC16 E-0.013 ~ o;tS412 M O.00086'!O.01705i N P +* 70477 r 7048 -0.001 -0.028 0.23606 0 00958 -0.01357 -n - 0.001-- ,,y"9 - -,' vm ~ gyglm a ;w ' e - ,y m gg x (* l ~ g.g;w.g ww pgggyy m mm a,; n, ,w gg qw, ajqg 4 y, gg7 2 I SU w QfW QN Mf ' W; @,. - ;e g3y

  • ~

c m2 yy p yg e _p.. g l 6 s. I t b

k t}- g 1- . \\.)f-m i W E S T.I N G H O U S ? ELECTR IC -C 0 R P O R A T I O,N,?% nW, 2 :M %M &&g 67 PAGE NO. 40' 6:q ~ %; t@ 2 MAdQ4 ~ ._____________"_'_'__________'_________________'____--_...__"'A%d@hLM2 M

  • i

~C M M. % M&sG d 4 s M O W Ofeeste4 3:4.05-EP _ _ _ ___,____

  1. MW M O P9001 MMWN W i2 M S D
  • +C OST/PIPESTRESS + M

_ _ _ _ _ _ _ _ _ _ _ _ _'- _._ _ _".'._' - _ _ _ _ _ _ _ _ _ _ _ ' __ _ _ _. _ _ _ -. _ _ _ _ _ _ _ _ _ _ _ _ _'1$ Re15ApSS4 M3MMM

m. -;

c > gp g g. > 9pX,- g,r: M Q $ M g g g9,' ' Jm% y MSy:: _ p '-s e3pvgggy gy i ? CALCutATION tE2SER D L ti % J CODEiSECT'DN FIIIICLASS*2FASSE-1988 #EV ~ ASS % LSE WNMY MM 71tIEC 14104:98i W 3/30/95' i SGS-PLA-04A-IIAIN STC400 8; RUN p19 . n....... j.E _ !bE .la.." N...MTM %MNDDDP W # - NM : i' G./ ^ MCWCMW71* * --10 'DESGN WGHT ANALYSIS

3. w oa m v - < w:n%

+a DW LOADING CASE.NO. i

k; %.

"w~. -v + w ~w s - - g m s e x. 'ee.e-- .;v%; .. c%s c .wm ' a i n.x <x

x w.

sa- ? ' 'GLOSALi '

  • DISPLACEIE417$ TW:18sCHESW."

^2 ROTATIONS 17N:BADIANS*1000) ' 90 d!9;O ~ W 2$6 l ~"

. POINT L 3D(X)"

EO(Y)! SD(2)2 ' ME ES(X)Mf'IR(Y)C '; 3(Z)E A w an .t t. ) 17049 0.001i M-0.001 N-0.0333 T O.24SSS1 %0.00FSS W 0.01884 b ^ m~ 7050 0.000 -0.002 -0.039 0.26170 0.00478 -0.02323 ~ ' m^ x- .s-0.002 L v.-C.041 s N 8 013EW840 90100312 N-0.03373. rWk "7051:- iO.000s 4 m :W~ e 9 O.26654 0.00257 -0.02376 6 i 7052 0.000 -0.002 -0.042 ~ 'Mf0.27133 M O.00007 M.02348: i 17053 ^ /O.000c T-0.002P 0 0.044f. . 0.31465 -0.00155 -0.01147 ^ ' -7 vM 7054 -0.001 -0.002 -0.058 ~^e' w"* :x i a~ -70553 E-0.002 : /.-0.0033 bO.077 M 4A R O;314SS G O.00995 9 0;0tt47 M F 4 m l 7029 0.000 0.000 -0.008 -0.00251 -0.02351 -0.00398 '7034 ~ ~ 'O.0000 0.000 MM.008 P '50.00872 e 010tittn-0.000537 W "4 M- ' :W' 'a I 4 7035 0.000 0.000 , -0.000 0.01751 -0.01898 -0.00861 ^ s' 'w t 7036 f_O.002 M -0.001r J-0.014? 'h s O*1M W-0.0M ' ?-0.0375 t l 7037 -0.003, -0.001 -0.029 O.24192 -0 00654 -0.01062 ~ . ~ci

7030;s t~0.003 1-0.00t's< 90.034iR f. 50128888 M.,00428 M-0.004821

's W: M^ s ~" -0.040 0.26596 -0,00049 0.00097 + I.-0.001-0.0013< M O.042# 7#GO.2emanM O.00194 Woe 00007W~ ~ ' *%? 7039 -0.004 I 7040 Y-0.003f M*MSa e~ + 7041 -0.003 -0.001 -0.043 O.27013 0.00220 0.00372 -7042 s-0.003:: W.001S -C-0.045?/. W Oa27433 W 0 W 37% 70.00005. W^%

  • e'q;

~ -' WN v. { 7043 -0.003 -0,002 -0.059 0.31284 0.00947 0.01371 ^ " = 7080 0.001 -0.275 -0.076 0.31042 0.00307 0.01651 ~ j 7044 if 0;002 ':!. ' h-0.003 FT' 0.0771. ^ MEO.StMWo.m7MO.ots71

  • W,-

Ws M& gem,.m - 3 . tot W 10.001' 90;275 M-0.078 e4% 0130008 30.004911 E0.01870 k ~' n 110 -0.001 .-0.259 -0.095 0.04673 0,34757 0.57862 - + 120 ^ T-0.0054 2-0.293 Mi-0.000 ME MROe000S4 W! 0.35232 A 0.59371 ? Pk zw-e. 130 -0.010 -0.245 -0.103 0.07470 0.35718 0.61030 l 140 7-0.0293 1-0.214t G 02117! 9, iO;14843 M O;S800t? 30.89077T~ T M

n m

150 -0.080 -0.124 . -0.t23 0.45245 0.03041 0.61440 i r i O.27487 % %O.37311i 10:403621-1 RE. : 1 -: TSN=sti ^ ' 1s -6020 90.047 V-0.027 M Av0.123i ^e -0.122 0.04976 0.20707 RE* 1 t } 0.00tM E-0.122 W.M R O.OseSe W. -0.54352O;S70Se n 0:194s t r^w 1 ~ ' ~ ' s 6040 0.087 J.O.000 1160s s . N O. CSS " ^ m' ' ' 'n t 170 0.200 0.010 -0.022 -0.02339- -0.67269 0 00595 t !4060 ' en ~~ VO.200 i J 0.0 toms-0.007 %..w M2%;0tmB454888 T-0;00es? YN pmW ,,SN=11 F ^ 2 <=M MW873-gg-I ? 6060 0,200 .O.010 0.000_ -0.02262 -0.46199 -0.00948 vs. 1 t . 6070 i < G 3M'!O.300 MU 70.000 i %O.034 Q0iM-0;Ote?SWO.23831 S 0.Oses1V d REe1 ; afM 3^'

  • w w @ e n s "w w" ~*

i 6080 0.200 -0.001 -0.034 -0.01574 0,17590 -0.01515 i ~ ' a 180 ? <wo.' MO.300 2 ~ T-0.001ill 94.043 PSU0. Oft 902%iOW1M0.000071 %RM A N^ ~ ~ gq w ' e m'"' [ 0.200 -0.019 -0 01057 -0 13s46 0.00667 RE* 2 W M M O;200W @. 0,0000.0007Nj%D17-MTI'?-0.01M %W,98140 M0;008343M5W r M'14 ~ i 6090 - 6081: 190 O.200 -0.014 -0.00995 -0 16454 0.00533 M'"WM wmp"aw"w 1 4 ~ f< l w ~n g g %.O.000c +%grqQgy%ggy%.ggy q(>, ; g.9 p y ,.7.y.g l we ^'m dF6GMEWm&PERNNTENMUMF* wp ~ Mswey wns3,gyggg j i ~ + 4 mm-www%u wwms;mem e www w Qa r Cw _w Aw %. % r a 1 m

~ Mgay,
  • T W ;g W q p g g if:g g g g y eg g g m g w r_ m s,. y y m,

y nyy , s q magggggg. [ ~ ' es: %m % e'Mk#CmWmegn' wn e t [^

  • ty QS

.,.g 4 #p'pQ:yfy {$7gp; g> v (-g;.yg <;ys.y. fg 3

,.;ws

,g

m. _

r E h

a,e.t r y s < - m n, n, fy s a e s a.- y $. q u,, o

  1. 4 a

.r n 3e r. b .sg 1 b y,sc, e i n v;e Ux., <1 y >. ~ > ,~ <, i ~q v k iT N !I k! J d N'; i x r.. ~ M y $ N h;s

  • 9 q" N'h'^

u, a .[d'N'd.g j 'h i ? ki 0 $ b < ' s" V ?m h^ 7 M $ D 5 is s .mn,9 a1ae v v y c s .$a.,@m. ~ .u en-e @ b n y x 6, ~ ^nC;" H J @ $y -h d h @; s-s o*, e m. s e-c n y: << < n -. sg w L /e,,. c p< a r I M....$.. m ,s a 4 ~ e;; p q% n x. . 9 'l s.

t..

v ' q% / $j -e a x. e m 4 v - - e .o u, s w u M X,.; h; %s y-s e: 3 -4 q n, w, n - g [; ' >;q p ^ vj 11 g s j g

,m e.

m a n v . n s4 u v e,,, x, e, ye, ~ s s + .a g a w n + s g:>; p, 0 0 :# N 1 fj. 3 94 j f 'Y d 4 g

.w,.. e 4

' e m e o* f' a %ff 3, 'M.,6 e h i-M.

  • +>

~ j,", gg>; c 7; -s c

y P~ g e

_3 s m, c, {- 3 W h1 m. M i E:: .e a

qt

=u, e59 q,;9,a v. na m m e 4 o s m = t n~ e n% pp e o a, ,y w g 1 G, ' " W E 8 8 e 4 d 5.. O y 1-9 O m s x le*,w'i, N,s $q p- ? 0 ;; $ h Q ,n e z w' n o ym s+: + n c, a o, u, +y e - n o n e p; .u.:,

4 :a m w

n.c,.m,on e s ? ,s y .x Rb g e_ a,o,n s ; g - . 2,.. ....t.~c., m--------- gns n...t sn, n...gb ,a n g ~ 2n. o e o u I.. E.I.8.E. 8..I...8.8.8. 8.8.8.8. 8.8..?.8. 8.8.8.8.8.8 8.8.8.8. 8.8. 8 n M,9 M,,w 8 ' w 1 s m. m 1 ~ - 5^~%

  • ?????#?????3.

gj N, {5 3; A pc. ~. O-g g ..".$ g $ he s t~ 3 p< gjr,m s M es ..,0'0.. .s c. v w n 1q d -.;....m> ...>~n' w y g a .e w g g g 4

s

. f, "b 9,. 0 m ,9 7 . N 80 5 h8m e m & G .j:, s y @p q by 4.g g. a 7: go o we . m. b 5 r s., e;! : 5. q -. w w N N

  • eNT W b M

M M M M M M 4 W g Q p

5 hw 2 E
      • e 2M,;-,0
  • g ~ I' 9 ????f?f ? f?f?f?f?????????????f?????f?&,& @

..o..o. 0.0 0 0..-. o.. o._.o..o..o_.o..o.. o....o..o...o. 4 MP J opM w M s r. ~ on.R, s a gs s b q a + n e.a e ~ c m a A N C a w' a.Nc a n a e P p (4 =n g ,a, g, pe,m,+.* p v eRn-R- ~. n. n. 8 hw 4 4 e a yfp n h - N ze . -. N m e e.-

8. 8. 8..I.N5.8.8.8.. 8.

8.. 8. 555.08..$..$..bb< jj $g@8.s 9 8 R, gp0E m H G!: .<s'Mq w 6. M 4 M v S m.I..$...b8.8.$. .M N N

== 4a h b b b e. b b p r 8 4 X as,,P,g m0 g g P, s e y??????????????????????,???????????Oot?,A p g R; c m .s. u. ~ 4 o N s, & n ' - e y gLW (p,u 3 u:; e mw a - n u s q 0j 9 h '. Q' g-W a m ~LF - ~ ~ ~ - - W8 - ' % 3~$ ice Ry e &a,./ s e Q 8 A s e. q a g P x %'m(-i i Mi A * $ e,' i 8,, 0 W O g 1 l M g'j P M ' r e o ' F-n - a nE O- %.a, ~, $#n 5W 5 55.5.$..n w 4 ~ '.., -O d e

8. 8.I.$.I.$.I' ~8.8.I.8.8.8.E',I.,.E.,.I..,8.E.E.I,I.,.I..n'.n u n' a

wn 8 .8. 8 8 .. 8. 8 8. 8 8.<9 s,F T a n L s - m.s O z .NM > M9 ,e s 0 0 0 0, ;0 0 0, 0 0 00 0 0, 0 0 00 0 000 0 0 0 0 00, 0 0 0, 0 000, 0 0 t' ^ mM 00 ' N 4 'l 1 o k a w-s- e.:- s.: a--- act s.: a: i e - t i.: a a s e.4 ies M +> s a.: oM,a i; g t- - cy y~ ' m y a p2 y"s v m g y (;9 2 .g gy q <a, g. 8 pj I[y .h g" 3 p 'M M '? , [ ..t , N ,5 $ j, p

    • e-.\\.

[.., s ,y 9:p Np

o. p

' gu,M,ik 8kgf I mt IE.$..E..l.E.$,0.,$..$.$.$.$.$..$.$.$..$.8.8.8. 8.8.8.8.8.8.8.8.8.8.8.8.8..$. 8.y n ; M w ,_S.. y . gm g. n m ;- m o;i,7?I,: r 6 4:

  • C0000000000000000000000000000000000000f M %

x J, b i t @w n! @ *e. J 5 %a ..wa g ; s. ea> , 9R ~ ' J 5 ~ r - v e w at o. iL

  • i y-g.

2 [ N. g N.g N. g' N. [. N.[. N.g N.*. N. g N.g N.e.. w.*...*. *.*.,.~e. v e. .*s. >~ 8 8 8 8 8 8 838 8 88*3:2 I"3:3*825 ~ 8? t a %,' n,'t W_ a z? sa. es; a w - *.. N. s s:b e,1,J jM, $1 ' R w 3. .z a 00000000000000000000000000000000000000j

. : 4.x N

4f 4; Q 3s q :s ' s p 7:s 01 wy,h,9 + j V-i cc w te A

r. e n e ;;

s a c;. .J W, f P:? 7 p !::', ?V:, in 2N>3 a h k w.. a - ' k + 4 . L T y E M p s, bhb o i g 1 ...>we / 4 g,':L,, sp, " c i.n g4"e t s i,k,f ve h b h i o c oh o.' M'n 000 000 0800000 NMoomOO o o C' ,el gg ! (9 - E eNmMem..e.. ee-Nm4v OO-NNNv .N 2 ', on, : moe Nc M NNNNNNNNNNN MMMMMnN 0000000 000 o*-N-- 6

l.,;

w,3 ,,, a,, 3 7 g p e e - e e, e v. e -==.- e e e o g,) p lL s ~, w-a 5 ye N O,: Hj ; s %,z c .Jen( .@ q H 40. o m y't O v g,n, y wa O .J ' p ! ~ l ;4, 7 ' s J- ) 4s e WM u , ~ ~

,,t.o,{ v ' ' Jh ug ,s / 3 i ' g K' .. ~., 0, f p f5 h,b, n Nu.m..a s. n, gga y y g, n.pn a-r k h u v4 .s y g. a.Q,,, &,..., k m 4 % p% _n e 4-L p h g p. .-q c

3. 4. p g 3 e s f.f 3)

'h x e, n s.g s - g .z. W, c a.. w a_ a s. s.. g. ~. s' - nl : 4 0 '. 94' + e o Oh sq n, o 4 o, w, g.:. < < 4

1. r. t,

' a u s m ) g M., j g g ~ 1 NN f e m. . s, .,z n. M...,? g - g y +2 2,.. a y . s.c ~ m. n u: ,5 7(. b g l Ig f 4 y.

e g.;

(: ( q s. d< b #n. a> m e i n; ey g y; e - ., y em y (; p. i;9 a 5 m ,,c., !, O h i b.g d W 3 l. - - s9 a..a..a..a..a..a..a..a..a...a...a A,, x e,.,..,,,, t..... H,, L c g OO,0000COOOOOOOOOyOyOyOyoyfyOyOyoyfyOy e q, g,, 4.e m . g :a, W . i r,j e ? ?- .m. N b M 3 Si Q O @ m W O W W ewe e eWW.. eWeWG G m " ' d . '.i l s '. l.:f a 4 - - - 0 0 O O O O O, O O O O O O O O O N 34 + N N N N N N N N N N b > + l 's>q' s $ 2 > w 0 N N N N N N N N Neece. W =b< e. g,, @:c ,' 2 R v i 4 .... O.. O.. O... O. O... O... O.. O..O.. 0.0 0 0 0 0 K pn e5 4 p,* n.. Oy.M.E

  • x r?,

????????????Y??"oooo"*oo"oco????? < J fM 1 - ~.- ^. - ' ' - 4 ,-r 3,.d, ~ . vp M e jg J 7 y / s z dyy- - - ~. e nn-n W,.- ,....e . neNu-e-y, ci g u O o ONb eNG N N N N wen N ?. m an - 5 s y s s l.a .a s= Q g< h + I m 3 p; ',,

  • 6,f.:

a < x b o o O mW n r+ 2 W3 :,.: OO 000 -** O O 3:1 E <-u 4-r . ~. - > w ga .O. O. 0 0 0. 0 0 0........... -.... 0 *' 0... .s .,. O.,. O.. 7 " ' 4.x pn i%y ^ (.a. M ,N " M., m, i ~ <c ?????????????", ????a??~??,???????a ????? U e 2; m o O s.U.L u u y',, o < s a e 4 - x um ~, _w. e va x ; ~ x O. 3 ;.

>n

~ m,. a.; w> (L n. r s q* ' p ' t 1:[. t ?! JO> 06e'g e.4 ys s. e 4 y .4., ( Q1 4 ~_4 6 i 2 ;.. ,j x s M f, j..

p-

.g p,i s 3y. g c,> - 24 - ': n ~o nennemamanne - e F W c n M x t &..75W 58.88.8.8.8.8.88.888.a8.a.8.8.8.a.8.a.8.a8.a8.a.8.8.8.a.8.a.aa.a.8. ^ a ts - M mem m m e, nem m ...e ji d ; M. a". O .O EO. u . 0 0 0. 0 0, 0, 0. 0 0. 0 0 0 0. 0 0. 0 0. 0 0 0 0. 0 0 0 0 0 0. 0, 0. ? O. ? 4 0 1a 2

e i j '. >
: J,-

O m ~ n i f i.? ? l;fl i 4 L ^ c.4,,,,. m. s. ..f.....s.4,...-." 5...-.'........ ' < - ' ' - ' e' 4y gv. 6 + J st.{ E 5,5 9 t 8. 8. 8. 8 8. 8. 8 8. 8. 8. 8. 8. 8. 8. 8. a. 8. 8. 8. 8. 8 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8..I. a J a - e : O.C000000000000000000000000000000000000 Y ' Y E wd.H,,5 !C)5 n 8 u e :i n v %N

a

.J -; e ; 4 :.. ~3 a.u o f a + v5 L s 4 tw: .J 4 w';sy;i": Q ** :I O S $ M oo o ooo o o o O O O " O '*.. -

  • 4 '. e o o

? w M 00 O 000 O O O 000 0000000000000 O O t A.. -: T: eX7 Q w NN N NNN N N N NNN NONNNNNNNNNMN N N x i Y, n.a o, b.b.b.bbb b b b.bbb0b b b 0 bbb b ;0b,' v . e b; k s h a O M m... .?4? t1 MJ*, C W '!. g 7.J 4 i:M' n 5 5( 3.f; 6 2-i e : trJ 2.e ?. ? + m ., a

p

'449{ 4 i.. J E. O... t o . : mi I : ~, to ' 2.( : }:

    • W I tal I r M-.

2. H. b u.t. O g' g N N R O, e,n O,-3OS00800RO3NM.OSeSo8800000.02 00R e>... H NM .z.e -N .,.. e -.Nn n -N . r e e e * *=

  • e e a.* N N N N N N N N N N N N N N n M N M M M M N 000

,,.. e and 1 -. a a '. 0 .g 4 g 2: 0 * * * ' ' " ' " * * " * * * ' " * * * * ' " ' " " ' " ' " * * * " * " " " " ' " " " " TTTT ' e ** s : p ch -=. 4L H: ik ? uo : O I 5.ts JW4' O. N 40 O, I t#6 5 0 0W.-J Q s o W,t 9.- t.. t i - 4 - - a+er seu assoe

l l i ?ol# oQ> ., 6. i, 5., n ~ s,. .m m m g"r?.iq g g ,o 3 ggo e e44 t7 M -W6 313 i.. j / s 0 0 w v. e i L 3 4 gy og a y q >;. e :s e s. - er dL @ sa 1 Q 7 1l 2 1 i lilllilililllillilillililillilllililli x l ?

E 0 0b0 b0 0b0 b0bb 00 bb 0 bbb 00:

~*

  • i.

O.s.a,.. : r r. ' t ' e g li e-

4
s,99 f

e1'., r . t. i v s !!C,. i l.i.l.i.l.l.l.i.l.l.l.i.l.i.l.l.i.l..l.l.i.l.l.l.i.l.l.l 1 4 i 'e *n i t h. e { , 3 00000000000000000000000000000000000000% '+ g 2

wi en e y 44 I e '! - 0 1
M L tu lllllllllllli.i.l.l.l.l.l.l.l.l.l.l.l.l.l.l.l.l.l.l.l.

Y 1 e.E '00000000000000000000000000000000000000:$ \\ S s l ?*6*i l j :: 8- ~8-s ' + '- +"

,fy,j;
  • s

? y

c.. j e h'i li I : :$ ' >

N N M Of.. e p;4: 2. <e. T.s s/i .j i j( s O r [y g+

jg ) '. 4.

g' 6/4 E e: 3: cy 'y 3 y, %;: p$ . s v L 3Y '" t 4, g

j }
{

l% Wn.3 9. l '!; ; I ?cv -x s ,x

g c

chg s ,y ,i ' i < ~ v v x ( x

m 5

= M .a m 7 r i s i M lllllllllll!!illlllllllllllllllIllill r ~y

s. ; S9 i I :.
1M

.. *.. - e........ e ...-e . +.... ......+..J SV 9, e : (Q( w 000000000000,0000000000000000000000000,02 s e an. i 6 :: <:es a. Og: :' ' e ee ' 4 ^ >< M. l 4 :: eies ..e e.; U. e -/ - E 'e? N O m e' t e.e t > ; 8-l > ;.J ? 8 /) ~s e, 4 o -<t -- 6 : W N as 7 Or!e13 1 ;: s tse .2-W J.< M l._ l f.ej 6i -qq .( / g :: ^' .J '- 0.D e :: 21 ^ >l3 e. ;eJ gi.! w' :: ......,......+..........................,W

h '.

I. e' e > -, it m 3 J e ss. 000000000000000000000000000000000000003 (;: U [ t :. l ,'r W 4 2 :.; 2 ' )Q-.. t 4 w'"l 6 6

3.'; O -

a= i; 1s tt i m. >

  • O

.J ![ t d 0, x '.. ' v o ', '-w ' :., w g w. t: te '! a :- 3 l s'. ft eL

If: 0..'i *. E '

.I-t. N? I e 6, shw. .J w - t w; -i > ~ O,=.: g P. e 4 ;; ;. e : .Oc -es @. 5 - t. 3. f.J eM i...................................... / 4J g - Z,',-. <. e an. 00000000000000000000000000000000OOOOOOu 3.- g ' '. $i:k 'w I ~ OS a Up 3 1 - g' r, Z e4 .W:O ei .a - f tal e.-

  • 2 ait M M O

t4. O9 4 -O-- 1 1 IkI. MO. u:w' s 2-M D-e. M' ' tWe 4 et O. ' h .J J '. m - 2

  • 3 (L. -'
tMi p.

g, Qe.o-e ' 8%8. .J e 4 O N e M 9 0l O N S O N e e in in W O O O O O O CiO OO e c om OO c - 40.O-20 O

  • - N N N M W W N b 4 Wi c W h e N e 6 M 9 0 W W @ e *- v e N -

N5r Ob e.0" 0 0 0 0 0 w Q '.J - - m2 tMI~ um 00000000000 O O NNNNNNMMMOO O b b t-s* b e b e. b e h t* b e* h s* W W W l 't 6 'a' (~ s t' l so. .m

r {' i. t

  • 4 s O s h:

B tt c. 6. 4 i, 3 0 y J. A ' '

d
iA

(. L:. i yo - "'p.a >S - r -, a

y - o,, <-

1 -- K f;': + + ty l 4 e,e, t :; s u 5 s,... c 4 'in

iA *. ' >

t 8 E @" ng? E S

p.

4 M es,';e 4 % G l v1 v g p:.t p g' j s vr '; M pg 1 - : e*7 f ap) 1 t J. g< 3 'J. 4 s P gb- % M U: H 7-7 % :: e 62 e 1 pv s ' :s ? ::- r i m eg g.- 3{ U 6 4 3A p*g n W5i(0 4 -y e :H I.!.: s OF u r s y f. ,' ( if I + i

o. y w

4 3 t E,. i lllllllllll" O V.- ~., 1 -s w en I! eX 00000000000 ?a, O c i ' 8 4 e .4. l e- {4<'ij 3 s s 1 s + re e; e '. m e a e e m ~ - ? ,..J J e l l> 1' . W d '[ t tL { {q x x h

e,; ij,

4 arc y e n e :- F-00000000000

r-t

. r.., - .w w s i<m-t c m s 'o 5 y SH, + < e c :. I <. 3 re -. 2. : u 9

6;v si eWL s-F1 9

(9. G

e f t, a "f gg d

2 u 4 ( j

r..

a 4{ $1 A '- 7 is. i; ,s. L ' b ; ' ?:f.' $. ? j." .4 4 - l 1, j'52 B s s - tver . e'x s

g;
e

,a.: e L e h, a <eS 00000000000 ~ ~ vt c w n -e: a-1~. A3e5!is 'IM

h. ; $ h f-hi Q hg k.

t;+ e; n h) .. - > s [s. I 2 ;. $. i ; 4 .5 i x 1 es s b a e 4e a r s pg .g ( ;' o.,) q + y e 'Ig ,5 g 4 s~ x( c n s.,, j

9. S Q '< e t e*

' e' M D, i ^N gf jf' J) $g %.y> -{ I ^ x 4 3 '04: c m ' t* Ab k. ? a ".i e N' ,-,h p s s ,. i 4 a$ [;.. d. (' e E 5 4 M.,, ' h i-x 9 - M + s n; y".. a m.n n 'V Y ~' N M of +- i ksi 14; g $ ' 'eg q a N v. 3 Q> W

d. f6 Q %

~-b 's M s eq e p e i

i e i -

(c.1 eg ~ s {9: > m..., s ' p 1 . < b, e n# .ev e R b h g>!G g g ~; x . 4}: .u EU j~ 5. 44 e; h V a f e $^ 2 6y an .n r a a i s t ([j M '.s;aw t - i Q.

a. E ' N.h. ' " j >h3 -

i!5 g M (':; Ot -n:. d m ' ^ ?, j hN ~ u O .b. l a u e,,n-a; > sn. l - w s aa. 00000000000 n., u ;< , e i - s ;P.. v' i + y x v. in - m

s :.

e. 4-c. -es ~ d + c a og

e!
4.. j Q g r.

w 'J. O <, - e; O t e( c.;q w s O '.j 3 # - nw* 'e-x 4i 4 o y 'N., 4 w 6 : M. vits .,,p ., >J y h h' ' g.S .s ii n: pj + y 44 $e -: h 1, ' ~-; g j i * ' k(g c. ; -s: t+ s % 4 V U _: y - ^ ^^ < Um a v tF A m ^

15 6

~s .c 4

7. <

'l ( 'M" ."m ? e .Q 'I '. xy w 0 g s 4) s ;- n,. h o .J 2 4 g.5 d i s' M 0* 1 t. 9 w E-j, Ij 3

F1

.::. 2.0 'i E J j i t 13 ..s., v 'm. c: -,. S i; :. p. e-pt:ie e r 5 ~ l '. a443; 'n -u U P e n t :i ' vom 00000000000 O 2 ~ s

- W,

t n. M ? ;, i + 3 2 ?f." no* W Hf4 6l' v. i 3 :: n ,. m l' ..m+g - or m e s

, o c

p' ~.~ + 5 s .Jp a?: 6.. F; W r (i ? +- v.e t 0; 1 i W-O e i ; a t * .'mi e' v s 2 ":~ '1 f l' bW 49 N l 1

7
glty - es;
e'
  • N a

4 W ,4, .,e , - ' ts ,W), -' W y 6 ;; j c % l;; !t<: 4 3 + j T 4 > j o R. ', a v 30 .g e ?,; e :& W a -s 2 s es

0~

s.- g 9gi.ee x

i e t - 16' es# 2 :.

x.J ' : sM a - a ~ a .a pg m'. y iq s r,: I4es 4 ;c .,m! t-0 t ~^ ( j am 00000000000 O 's c +s - -.. - /< 05 I.? W' 6: u a en i ; . e 1; en .. vW-u:s -WN '. 6. .? 4 W e 4 'D W OT s.! s >a wOru'w' t. v o4 e: l' 2 W ee-' ' sWe' a( 410 - w. e. .J.J 2. .ews gy ' w o. e oo C000 00000 en me%e .J e 4 H

  • l' gn ' e >n t :

40:o. .< 2 0 b-ww Mewee k j L e U@ .J. 8 ~2 O w w w w N t% N t*2 m k .W. Q _O, weeeew.ewww 3.' 4 ' c. :. i e1. i.c dL . e+6? 5 .i th e.- j 0 om moe W .x ~

_---M_ - ~C - OESTINGHOUSE. E L,E C T R I C. COQPORA T.I O N 73 PABE NO. 45 -++ DST /PIPESTRESS'++ ' EAPSOO. Eveenten 3.4.05-X'- % C APR945 x, CALCULATION NUMBER 11 '. 1 -CODE.SECTION III. CLASS 2 OASNE-1989-REV A89 !LHE' SGS-PLA-04A; MAIN STEAM B; RUN #19 --TIME

  • 14:04i54 '

3/30/35' LOADING CASE NO. 10 DESGN WGHT ANALYSIS - DW EQUATION 8 SUSTAINED LOAD

====*===== STRESSES IN PSI==========- -LOCAL POINT **===*= FORCES IN POUNDS=== ==*===* MOMENTS:IN FOOT-POUNDS MOMENT ~. PRES. ? TOTA 1.-STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.t ' BEND.2 TORSION 82 STRESS B1 STRESS STRESS 1.5 SH (x): .- { y ) L. '(2) '(x) '(Y)" (Z) JUNCTICN 7000 - TANGENT 7000 O. O. 111300. O. O. O. t.000 O. 0.500 O. O. 0.000 7001' O. O. -111300. , O.- O. O. 1.000 ' O. 0.500 O. O. 0.000 TANGENT 7001 O. O. 111300. O. O.. O. 1.000 : O. 0.S00 - O. O. 0.000-O. 1.000 O. 0.500 O. O. 0.000 7002 O. O. .-t11300. O. < 0. TANGENT 7002 O. O. 952900. O. O. O. t.000 O. O.500 0. O. O.000 7003 C. O. -952900. 'O. ' O. .O. 1.000 0. 0.S00' ' O. O. 0.000: STRUCT ELENT 7003 O. O. 932900. O. O. O. 7004 O. O. .-9S2900. O.

C.

<0. JUNCTION 7004 duNCTION 7004 EQUIPMENT 7004 -158. 4209. 11330. ' 201113. . 149.

5240, 7096 158.

-4209. ' -11330. ---200999. E-149. ~-5239. QNCHOR 7096 dUNCTION 7004 STRUCT ELEMT 7004 3577. -27202. 976085. -877168. 2124. 57047. 7005 -3577. 27202...-976085. .'9168292 ~3091. '-57047. JUNCTION 7005 dUNCTION 7005 TANGENT 7005 O. O. -713500. O. O. O. 1.000_ O. 0.500 O. O. O.000 7006' O.

O.

- 713500. O. cO.

O.

1.000E ' O. ~ 0.500 : . O, o; 0,000-- TANGENT 7006 O. O. -713500. O. O.. O.. 1.000, O.-0.500 . O. O. 0.000 O. 1.000 O. 0.500 0. O. 0.000 7007 O. OJ 1713500.' O. -- O. TANGENT 7007 O. O. -149400. ,O. .O. O. 1.000 O. 0.500 O. O. 0.000 7008 'O. O.. E149400. -0/ 'O. 0.' t.000-

O.

0.500-0.- 'O. 0.000 TANGENT 7008 O. O. -74600. O. .O. O. 1.000 O. 0.500 O. O. O.000 7009 O. O. 74600. .O. ! O. O. 1.000 ' O.- 0.500 0. O. 0.000 JUNCTION 7005 STRUCT ELENT 7005'_-378453. -3519. 'O. 31690.' t-3407701. -6451. 7010 378453. 3519. O. -6555. 704875. 6451. STRUCT L ENT '7010 -378453. -3519. ! O.

6B55.

9704875. ~64 51.- 7011 378453. 3519. O. O. O. 6451. STRUCT ELENT' 7011. ?-2489. C-2489. E-378453. i4562. ~4562. O. 7012 2489. 2489. 378453. .O. O. .O. g 4 i ~ ~ .p.

  • ( *

~ l

\\. 1 W E 5 T I N G H,0 U S E. E'L E C,T R.I C. C O R P O R A.J-I;O N,.. 73 2 :. ,PAGE NO, 46 '_ Mch.. a L++ DST /PIPESTRESSL++1- _ N "APG006 ^ ' < W R " ". ^ XVeesten!3;4.0s-X # 7 Re W Apa94s *. am n ~ ~ > 39- .-g > y .' CODE'SECTIDN'III~ CLASS'2 7ASME-1989:REV ASSi!LHE d " lTIME*'14s04iS4% 13/30/95'- 1 CALCULATION NUMBER:. 1'- -., SGS-PLA-04A; MAIN STEAM 8;_RUN #19 ~ ,..m LOADING CASE NO, 10 DESGN WGHT. ANALYSIS,,0W. , w,.., .y EOUATION 8 SUSTAINED LOAD,

.......... STRESSES IN,St.........., _.

l su LOCAL < - ! ~ POINT'%+s==*s: FORCES IN POUNDS'.***i

======= MDMENTS IN FOOT-POUNDS: TMONENT-~. ~ PRE $. - iTOTALU STRESS' NO. SHEAR 1' SHEAR 2 AXIAL BEND.1 BEle.2 TORSION B2 STRESS B1 STRESS- -' STRESS 1.5 SH - ( X ) s. (Y)'

(2).'

?(X)T ^ c (Y ) > ' '- T(Z)- ^ . ~.. duNCTION 7006' ..e. .-3409663. 4397. STRUCT ELEMT 7005 378671. -2399. .O. 21601. STRUCT ELENT 7016. 378671. -2399. O. ': ~448S e 3 9705281. ~:-43s72 .-7016j'-3766714 2299. O. 4468._ 705281. 4397. >7017 d-37867t; 22399 J - O. E 3 0. 4 % z 'O. =~4397. STRUCT ELENT 7017 1696. -1696. -378671. 3109. 3109. O. 4 496; f1696. E378671.3 W : Of An t OJ 20. 7018 1 UUNCTION 7005 '730Sf 162377.. 4082931M -633961. z y STRUCT.ELENT 7005~ -466391r L-14205. t

  • 33961.

{ 7022 -466391. 14295. -7305 -60283. -763068. ' -33961. m r ' 14295. ' 5-7305. ?6028St E.7890802 ' STRUCT ELENT' 70224 '464391; duNCTION .7023 14295. -7305. -33657. .105595.

33961,

~ " ' ' ~ ' 7023 -466391. ~ 3f s .c I JUNCTION 7023

8094.

?T-8094.' "0. y. r STRUC7 ELEMT 7023- ~4416

-4416. 5 478163.

JUNCTION-7006 -... i.. J. i ' ~478163. O. O. O. I 7024 4416.

4416, L

STRUCT ELEMT 7005 -466070. -7001. .. 3949. ....C x M1.J .7.-l. ^ ^- 95241. -4087654,

44518, i

.:7028- /444070.- ':7001 h C-3948 f ' L-45241i' ETS9089.* E-44518; .x STRUCT ELEMT ' 7028 -466070. -7001. . 3949. 45241. .-759083 44518. 7029 a1444070J L 700t h t-3949a 1-3220t! 5a108982 d Y G44518. _W ~ ~ I JUNCTION 7029 ....I-duNCTION 7029' a n... -478171. A L. ?. STRUCT ELEMT 7029 713. -713. 1307 1307 O. -7030-4-713s 1713. ?478171. J O.' . ';E O; .. O. JUNCTION 7004 TANGENT. 770041: l-3419.J t-345151 P-22993 0 j674066. N.G2287! 22731 ' t.000 ? F 50.9 ? O.SOO a 2 0. : 1 30; 20.002; 1 7083 3419.

34515, 22993.

-429272. TANGENT 7083D @ 3419s J'r34StSiS^K-22999. J429272 * $. 37838, -2273, 1.000 32. O.500 O. 32 0.001 37838." '.22731/ 01.000? 3480 0 0.500

O.

'.i460I$ -330903. -2273. 1.000-

354, 0.500 0

354 ' f 0.0200 7084 3 " -3419.'9*9 34S15 0 %. 22993. 7084 _3419. 34515,. M 33090s2 W.28093,-20003 F T 'T2273i 1.000# b t444M o, goo )o} O.016 TANGENT' 22993$ , t444h 10.084c 1 7085 3419.

34515,

. 22993. -296388. O.24673,4... -2273... 1.000 1293. O.500 O. 1293 0,057 7085 ' ~ t.3419h L-345157 --.-2299S s ? 72963884" 24479. T2273 5'Lt.0003 1129310 0.9002 101-(128332-0.0871' TANGENT: 1 7086 .3419.. 3,4515. 22993. -182488. 13389. -2273. 1.000. ,796u,0.500, ,O. 796.,..O.035 + un a w ~ f .$4 ch 'b iti ? ^ 3A?u $i.: ^ 4 g g:7. - m zm _ s ..y j . wea R Wy Spygg tw - e r-y. y .m. s w. c%.-; ^ m in yp \\ y m.:. n + ~ y m ~ ~ c ~ ,w . 4: m-i A \\ E L

-W E S'T I N G H O U,.'S.e.N,+[E L.E'C T A,+I C w.'. C ~ 0 0. o m,O O,N'j.dM.6M7r'N.A T I O N x am.rw., m. E ~. ~ P n.x. ' 74 FAG w -k d f4. E. N, O,, 47 ;.";< $. 7 Mu -w w -w p p p W a e .,N* =)d' / N D'A'vg : musa x.w4Nda..IN.It V((',WC 4" .v kkSb . h NW MM-h p ' w-x m f r .h -S y M l. 3 v - - - - -. - - - - - - - ~ - - - - - -. - - - - - - - - - - - - M Osr/PIPESTLESS M " W W d # ' ;AP900 % '# R N W ef W % W ^ W N Weesteni3!4100-Ki : ) ReR APas4 GM m, f + m, %M-N-Mmm hMEWpmM9.MM ^WM%WuPV W < M n e d M W W a. . O - 1 CALCULATION NLASER 3 ? 1 &.e._ M CODElSECTION'III'CLASSi2H ASNE-1980'REVfAS$ TLlE W d n M M E " Ty!NE=114 04iSS7WW95 4 4 - ':SGS-PLA-04A; MAI_N STEAN S; RUN #19 '~~ .Z x e. ? dL L,i %. 3 WP1 ?R.M JMM98@MRidW W 5 4Qg ,m ~ ^'.wp 'pqq".og m" 9"' - j 5 10 DESGN.WGHT. ANALYSIS - DW LOADING CASE NO.?.? L Jma, * ^2 s ~ L M 29 ~ g@%;W ^, " gf Mg g~~ ; : r;w gy~n,~ EOUATIO,N 8. >. ~ s y q^ ^ SUST,AI.NED LOAD u% w w fu.. ;%- - mg.. 3 = + ssy .,;mf~ -.........C SyRESSES11N PSI's.=es.es..PFY!\\ i z i x O. o 4 1 .L AL* r >w m w,& n.v. ,+ '.a / % y:~ p. 'g;;-, 'Q y.y 3 :Q_g n +,, n ~. ~.,, POINT:i ===*6 FORCEskIN PouseS N==4 mm =es.itmMENTSZ1N F007-P000e5. iti. C emenrasy 7.~ >$ PRE $i. 2 70TAL% STRESS E NO. SHEAR.1 ' SHEAR 2 AXIAL /:(X}

(Y)n ' ";t(2)L' i ~r (X)WN8END.2=(Y)t'

-- (Z) c.wh '82 STRESS,,81 STRESS STRESS 1.5.SH.- BEND.1 TORSION ' ~ ' - 'f g; 4 D TANGENT -70684 E-3419? N221152 2-22999 U " 4182488.~f -193091 M e12273.' t10P3I 3!.70$ E O.500? " M C h " i?88 W 0;035; ~ 7087 3419. .22115, 22993.. _,-113555. ' e -273 t N 02273;s 1 000 0 5484 4,0.9004 iO M M 484i LO.022 n .i 2731. ,-2273, .1.000 494 0,500 O. 494. O.022 i TANGENT-

70871 ' -3419.5 7 *221151

'f -229932 A'G t t 3899. '7088 3419. 22115. _22993. 77241. -2884. -2273. 1.000 336. ._O.500 O. 336. 0.015 LR ELSOW 70es t T-22115.. 13419S ;.-229BSM ~,#, 32884.' -* ~7724fn. _ e2273i',vi.790 7 'S00f 70.900

6.i 2989.15 0.027 7 i

7089 -1416. -3419._ . 31871. -11966. 35574. -8643. 1.780 298. O.500 ' O._ _298 0.013 LR ELSOW 7089~ T10124. .t 3419ac 7-22816.a f11906. ' ~39874T: d..!8727. 01.700 W_So1.d 0.9003 1 0.: 1 Sot i, iO.013 V l 4 ~ 7090- -13480. -3419 21009. -12843. , 43926, -10623, ,1.799 367. O.500 O. 367. O,016 -F TANGENT' -70900o 43413.. 713233 W,-211SS.S W43024. J, 128083, 7104722 11.000 L J:2042-LO.900f-30) T 204i M O.000? i 7091 3419. -13233. 21165. -71949. TANGENT '7031 M N 3418.! ' v 131164 0'-21237/A. 17t948.. -20207. -10472. 1.000 .328, 0.500 O. 328. 0.015 90h853 - ,10000. 11.000t :92810 0.500 5 ( 05 Nt steh 20.018 T + 7092 3419. -13116. 21237. -81732. -22815, -10360. 1.000 _ J7214 0.900 P 9 S O M 4372s T O.017? 22771 2 W J104572 s110001 @ 372. 4 0.500 O. 372. 0.017 i TANGENT 7082- / -34 te k J13207.f h_211824 _ ?S1792; + 7093 3419. -13207. . 21182. -91068. -25188. -10457 1 000 413 O. 413. ~'O.018 TANGENT" !70934 i-3419 7 J13296.b.U-2112er s .V91088. 25144 > 110863a ?1.000i ^ 413 M,. O. 500O.900 F V 0; ~ f 413i L O.018 F

  • ~

TANGENT' 170047 93419 d t 13296$.J ~21126W M..-101801. 7094 3419. -13295. . 21126. -27905. 10563. 1.000 C.500 .O. 461. 0.021 27004 d M, 10863r.Tt1000 F.461,179J ?O.5005 ^ 0h 51279i 5 0.012i: 101801.' 7095-3419. .13296, 21126.. -110119. -30044. -10563.

1. 000..,

302. 0.500 O. 302. ~0.013 ' i STRUCT ELENT--7095* ?-3419.1 V -97182 T-229930 W, bi10119. < 29888T %18S92.? ^ W JUNCTION 7062~

  1. ^'

~ 9715. 22993s -69188. -40262. 18592. ^ 1

4 7"

7062 3419. Tid " % X. M ~ ' A M '" ~ M l "r s dVNCTION 7062 STRUCTaELENT 17062 2 ^ 07461. (10642?A12079721.S < WeosaMMBeesT " ? SOL: W nW * @R'/ %. *W - n ": 7069 -7461.,s w-1054~,s 1207972. O.e m. w::.O. 30. i cem ~u. ,n am n' m e e., ,s t wn" - rw + JUNCTION .7069s Am x w + rea- - W A. s JUNCTION 7069 '. ~ a ) i TANGENT" ' 7069* ? 01 ~0 5 1207972c H. 90F ~ 3TO7

  • s J0.

-1.000/ Oi ':. O.500 7 -to. A O.

0.000 P l

M ' J U *.1207972, ..O. O. O. O. 1.000' Md - (W '~' MI- ~0.000 ' 7070 O. .O, "0.500 0 O. .J % ~ J.MSMD@fMfE:? A* ~ ~ - JUNCTION ^.

.7069' 1.D.

STRUCT ELEMT 7069 O. 6 7535. -30. O. O. 17072:1 <#O J W W 475; @ 753540 WWW 0.bh" # OM MV i 02 ^ ' N "he W -~MPW2*SF I 1 JUNCTION 7062 STRUCT:ELENT i70625 ti12290$ N C 69401 W 18272

  • 942828MM73007MM-2eteer

% @%C ms < % % g e n 9; h [ 7061 -112299. -6940. 1827. 13524. 340. 28289. j h M:M M T h n^n@ W ' W U M i MM MTM$%iudMWu f AM <1 N# "iM &T'Wh&%M l t W5' ^ i l l w, VMy- % Mai/>>% M5 =MMWM? ~ I '! S E s mar.

  • w:S wm mM @N *
  • F CW L

s "%MFY*E i 1 4 ng a +n ~, x "%$ Wg ", ' @s s MQM@$P h

  • d.Y Nhs N $IO M TSNOMEY

_[ A,:n m~ t. w m3v w #r. - s.w*q u e*. m.- m:W m. J

.m.

v%.m 9 Peen w Nyg~% W>M29 i w. -m e o m:s mws 1 es -- M w n '~aw ~w-m a p t J 6 4 -1 i E t m . m

6 - + .,t m. t WE5T INGHOUSE ELECTR IC C 0 R.P O R A i.I O N ~ ,2

3 xg gggggy 75 PAGE NO.

48 e. _y ^=; ; ;& ' ' x Q '^ a

p g.g s

% APS00 i WMWMWR - W#, '. Vers ten':324105-X :i iRoth APRS4 '4G&M 1++ OST/PIPESTRESS$++X~ NUdW M y% s g - ' wCMpgp & %. + uw7qh mqmgg% CALCULATION NUISER L 5t?.m . J CODEiSECTION IIIJCLASS'2% ASNE*1988 RfVJAte lLME8 OM M ETIME* : 14:04iSS?@ 3/90/952 4 ~ MAIN STEAM B; RUN #19 SGS-PLA-04A;L.,. L 71. W L X hCAl.lidh. 5% hN@ME M TU $ M,2 we com"~g*. s y LOADING CASE NO. 10 DESGN WGHT. ANALYSIS - DW ~ ' "f. J : ...z.' d%~M $G 'Ti

  • W.
n

+ e" m 'm x I SUSTAINED LOAD ~^ EQUATION 8_. e ~ c..e.. m ~ w;,w.-.3 ,g u-m,.

w~

,a ce+ . m ..,... STREMES W PS t i=====4e = =. T M 1 .LO. ALT M W

  • ' W WT W M:?

TV ~ r' ~' POINT.' **===== FORCESTIN P000SS'*4=l 1==4=#4C MONENTS!IM 700TsPOUFOS M - J FiMO4ENT! ~ _ JPRES.4 M1* TOTAL % STRESS i - I NO.' 1x;(X)f SHEAR 2 , AXIAL BEND.1; 8END.2

TORSION,

,82, STRESS,.81 STRESS STRESS' Ygg.^ [ SHEAR 1 1 5 SH (Y)-sx d(2); 2 (X)e ' ' o 2 (YD .3(Z)s s J + . MRUCT ELENT 7061 ' N1445. M7030 R : 112299J 125498?*^ E12259i A-13524 h 93 '~ x+ .m. w:s ~ ' 7060 1445. -7030. -112299. -37589. -14744 13524. ^ > STRUCT ELENT-- 7060; ->1445e .7030J72112298f@ t37509 h 0 M 14744i C W 10924. + I mem u ' ,~ -7030. -112299. -49308. -17153, 13524. 7059 4,1445. 1445J '7030 ? (112298;e 'J49308; "2171533 7%135242r < ' e' ~: #" % ' "*^^ ^ STRUCT ELENT: 7059{ %m-er.cm v< JUNCTION' '7044 '1445. -7030, -112299.~ ' MS.;d 't ~ p3 ' %n %& -58096. -18959. 13524. 7044 ' J C + "^r w" g*' e .y JUNCTION 7044 .io.

O! M 880000 JKP fos

'4 '* 2 02 ~ ' dOD u se

  • s PRt STRUCT.ELENT-'7044:

t ~~ s,-.x w'- 7056 O. O, -89800. O. O O STRUCT ELENT :7056y O. W 5 0.J"'G80002 PWORW hfCS, " 203 JMrF " m 7057 C. .O, -89800, O. O. O. .A~~ t STRUCT ELEMTo7057{ ?O. ^ 10/

88000.

i ci' "2 MOJ T NO! ' ~ m -89800. O. O. O. E. O. 7058 O. _ _.J E x O-if > FTWh 2 79? 1 ; se,,, . -.2~ 'e' OUNCTION .4062'".-, 1 x .. ~ STRUCT ELEMT 7062 -112629. 0963. -4350. -90349. 20349. +

  • 7068* ~112699e 9 98832~ W f4380.

T48205;a M. -487150.t 1819 Y 2620848i 3 ~ o.~' < ^ . 10(13 112629. 13076 -19442. 48285.

i STRUCT ELENT 7068

,527. g ? 7067 L T-527.? 9 10858 E 412829A E-91792P 190348; P48285M _ r N a*r

w. w u"--"

527. 112629. 31752. -20348. 48285. 5 5276 f*10858.108582 f 4112829.7- ~ 948052k Mf 21224h' 5 48285i ' STRUCT ELEMT 7067 ~- ? 7066 ' STRUCT ELEMT 7066 527. 10858. 112629. 49852. -21226 48285. "~we" '- l 3 %S3425; 9 21884 ~ N48205. + mm, ?7055 N527c D-10858; 911282S; 7055 JUNCTION o s,. w. XMxM NT ' WMFK @ ", r STRUCT ELEMT 7055 _O. O. 8980C. O. O. O... ,99 e ~ 2 UUNCTION.. -7055

  • 0. N..

<YOi A488004 W WO!P 1 MOl' f 17 0 } 9* My w; a v*mmm = 7063 ~ + ~'^ 69800. O. O. O.

3. O.02' G~S$800;; M%dQ2 B?%OM "#WOl L 2%.z;;;;;p -

~,. " ~m .- <.w STRUCT ELEMT 7063 O. "7064' - lC;. ~ STRUCT ELEMT 7064 O. - O 89400. O. O. O. c7065 C M M X03 N

  • M 0 3, 6 80000. M' W M SA03f F 7 N O N M

-eOh - NNViKM s*we.y ammym ~ JUNCTION 7062 TANGENT / 17062 B 7 312Sr "W400125992798Sb3M780.WMN33SEWiS?S13;M1 000hoM28 Afs00 9M 50P' '-M"SST W 0100P' 4 0 2 % '- .O.OO1 "O 5 7074 -3123. -4051. 992759. 290355. -2503. -87813. 1.000 25 ' " ggy?c gggg^@g n:nyg g ' - aw ggy.y agg. 007 ugg p < w * ;; 2[ ^ epi" QM py ff ,j} Dh.Y W[. h[' $I

  • NN '.

P ^' Y

  • L'$ -g

- {1.,.Q# .pg g, 4 ( l-ma.=. m. wwwm. > m~.w % m,& w: M em .m. e. va ~n~ .ws,, _p.qc ~ ~- x__ y m;:g y.a.e.<.s a.g#g.ma. L m m m m.a m .u y y v %. 2" 7 k d' .,hs[ I:j. Ah # ^ " <.. . + 1 ^4W' g , m e W %%. '. gaggy;g jewW e et+'* nggx , gym v ggggga [ n e m~ w w wn ew, ammmmmy w ~. ~> I ? f

I-4 tf E S T I N.G H 0,U,5 Ei .E L.E C T R,I,C C 0 2 P O # A T I O.N 78 _, PME NO. Q ~ v 8 m : 2: , w x: ym e .++ DST /PIPESTRESS e4' i-M Pe00 * "' ~ ~ ' ' ^ I"- ' " Woestei3 A.06-X:? i nel;1 Apeed PhX ~ mh&ME 3 %%., ' - w"

  • l

~ n

CALCULATION NutSEA c1E

. J C00f3 SECTION :!II 'CLAS$ !2 N AS10E*1989 !REV AS$tLNED TTIME=l14104:58-f T3/90/99? SGS-PLA-04A; MAIN, STEAM B; RUN #19 M_ ~_ x ~ ' .,~ ex 1 mm r i r LOADING CASE NO. 10 DESGN WGHT. ANALYSIS - DW .<g np ~ ~ l EQUATION 8 SUSTAINED LOAD. M r ,.......... STRESSES IN PSI **======= ? W A LOCAL" ^ ^

  • M ' '

P ~~ ~ ' % W1 POINT:======= FORCES IN' POUNDS >==' i======= MONENTS;IN FOOT-POUNDSJ , MOMENT 4 PRES., nTOTALS STRESSP NO. SHEAR t SHEAR 2 ' ~ AXIAL BEND.1 BEND.2 TORSION 82 STRESS 81_ . STRESS STRESS 1.5 SH .(x} -(Y)^ J(2),' 1(X)A' S (Y); -(Z)- V-TANGENT .7074 '3123

40512 W831059.

M-2903SS4-k2503 h ?87413. 11.0001 125? 0.500

1. 0 ;

'H2BT TO.001t 7075 3123. -4051. 631059. 284691. 1863. -87813. 1.000 24. 0.500 0. 24 0.001 TANGENT' '7075 3123. ~4051;.-631059. ' ~284891;C ' W1883e 787413; St.000; +791J 0.900L oi =79J M O.004! TANGENT-7078 ' -3123. -4051.

631059, 205788.

7076 62694.. -87813. 1.000 62. 0.500 ^O. 62-. 0.003 ,c-62894; '

87813.

11.000 142. 0.S00 . O. /s2s ? -2784 s 4051. -631059.-. -4205798; O.003% 7077 2784. -4051. 631059. 193806. 54459. -87813. 1.000 58. O.500 O. 58. U.OO3 TANGENT. 7077 .-2784. 4051. ?-464859. ,c~193806. ,..S4459.;

f. 87413.

1.000E -88. /O.5001 O. N BS. " O.003 !- v? 7078 2784. -4051.

466659, 159972.

31207. .-87813, 1.000 49. 0.500 O. 49. 0.002 TANGENT 7078 ' ~2784. -4051T J~4SAS89. 3 1599723 -31207 R_ 8781N 1.000:- -22.-~0.5001 0. .:221.cO.001*- 4 7079 2784. -4051. 466659. 130004. 10611. -87813. 1.000 19, 0.500 O. 19. 0.001 TANGENT-7079 ':-2784. -:4051. .'e83759. ,-130004. Er10811; 387813.' 11.0003 419. :0.900 : 2 0.' z iS; L O.00t c: 7080 2784. -4051.

83759, 42351.

-49629. -87813, 1.000, 13, 0.500 O. 13. .O.001 JUNCTION 7023: -33657. -105595.. -45408. 1.000- ..0.500 O. 252. 0.011 s --.. > < - = 5.- 1. ,.1 1:, 4 TANGENT 7023 -11771. -8050. 7305. ~ C-242652 491881.' '?45408.. ~~ 1;000 : 22214 2 0.500 J L02

/221; W O.010T
252, 7045-

't17714 8050J ~7305J 7305. 24265. -91861. 45408. 1.000 1138. 0.500 O, 1138 O.051 TANGENT 7045 -11771. -8050. '~7305.1 -215tO; 287333 J A_ 4540Sc W1.000E 11084i 50.S00-x 0. KM 10ed i TO.049! '7046

11771.

3050. 4 7368. 88187. 21510 -44716, 1.000 1094. 0.500 0. 1094 0.049 BEND 7046 7993. -11771. ,.e10192.

-42867.0

.'o8114.3 7047 93783.- -11771.? c 2.132971 -1;000i ?4932 R0.5001 / 0. 7483; TO.022' CEND 7047 3701. -3271. '0221. . 42972. ,-8114. N.12956. 1.000

493.

O.500 O. 493. 0.022 TANGENT 7048 3271. -2096. . 10667.. 4-234744 "

211372.

7524. (1.000? 0293; 70.8500f .O.-

2931

~0.013C 7048 .2695. '3271. +10632-s 11372. . 23863. , 6187 1.000 293. 0.500 O. 293. O.013 7049 -3271._ 2006; '-10667. ? ~78002 - &-18414 6 ^ r-eta 7. 1.000! P227 # 0.500-:

O.
2272.r0.010

TANGENT 7049 3271. 12697. . 10531. 7880. 18034. 7221. 1.000 __227._ O 500 C. 227 0.010 7050' ~ 3271.1 226972 J-10631.6 <~2920s v_-12019 s 5-7221-. = 1.000 t F 155. 0.500 ' 0; *' 1185; l'O.0072 TANGENT 7050 3271. -3109. - 10417, 2920. ,11725. 7688. 1.000 155. O.500 O. 155. 0,007 7051

-3271 F s 3100.' %10417.~

?-880; R-9283 ~7648J -1.0001

130. ?O.500i

-O. '130; N O.0061 4 TANGENT 7051 -5229. -1294.

1. 10794.

580. ,. 10435. 6002. -10794. 1-254 a e11750Ji W8002L. 1.000

130, 0.500 0.

130. 0.006 7052' '5229. c1284. = 1.000 : ;14 L c0.S00'

0.

2143; i 0;006Jr TANGENT 7052 -5229. -2736. 10521 254. 10834 '**7580i "1.000? < 18525 0.500 J 7 0." 3135.

0;0051 7530.

1.000 143._O,500 O. 143. 0.006 .7063 ~ L5229.- <2738; ~108216 72099., 915217b TANGENT 7053 -5229. -2726. U 24. -2039 . 15224. .. 7515. 1.000 185. O.500 O. 185. O.008 70=4 L5229. '2728. T-10624. '13424;2 N,37083? " C-7515. ,1.0003 f434240.500 3

0)

$434y W O.019? TANGENT 7054 -5229. -5790, . 9201. -13424. 7055- .5229; 55790; W F-9201. 14a285R @ 33037.

18404, 1.000 18.

0.500 O. 18 0.001 ~S4520; ute404 L x 1.000 2). 5377"O.900f 50;n ~ 9327 M O.0021 -w z.n mn 3 - ym.g( 3, g mg ~ .gpg q w mm. n . ~ ~ gg,, m A M&W m ,m n v -w? }sy[ , M 3.$. pg. _ py y a f I

_m.__ .m = 1 4

  • )

\\ WEST INGHOUSE E L E.C T R IC .C O_R P O R A T,I O N _77 PAGE NO. 50-c.t ' ' ' 4 1 - igg e ...........~..--.......... ~ 1 w+ DST /PIPESfRESS.++' . _--.. >.." _ JAP 4007 ..sW_ __......--..-----_____. ~

VerstoW 3;4.0s-x ? ine G?APa94 M d s

'r' s (' 46 I [3 p $)',,, s CALCULATION'NutSER4. 012 id. 2 000E SECTIONi!IIiCLAS$;2f1ASSE-1989'REV'A891 LHE" TIMEC14104:5S e TW 3/30/95 f -SGS-PLA-04A; MAIN STEAM B; RUN #19 ^ ,,h _t. .M.... s.' % W6 mi ~ - s.. LOADING CASE,NO. .,10 DESGN,WGHT. ANALYSIS,- DW -4 m-t EQUATION 8 SUSTAINED LOAD ^ x ~ ~ i========o=! STRESSES IN PSI:==========f. -LOCAL: ~

O '-

FORCES IN POUNDS 1===l '==w mMONENTSEIN: F00T-POutes ~ POINT U=*====='1 ' SHEAR 2 Ax!AL BEND.1_ 8END.2, , TORSION- ? s& 4MONENTA J PRES M.170TALd. STRESS NO. SHEAR B2 STRESS 81 STRESS. STRESS.1,5.SH c(X)2 4(Y); -(Z)- we i:0 1 1(x); (Y): -(2)> JUNCTION L 7055 ' a N W ' ^

  • i

[ JUNCTION ~ 7029 -8993;

32201.

a100982; _ t46386; 11.000? r258. t0.900' I O 0; 12581 0.011' i TANGENT-7029 112101. '3949J s 7034 -12101. 5993. -3949. -25210. -94864, -46366. 1.000 228. 0.500 O. 228. 0.010 TANGENT- -7034 212101.. <-8993. A3949. 225210.'

94884 3 "48966 / *1.000??1973. E0.SCO-

' 2 Oi 1173f: "O.052i 7035 -12101. 5993. -3349. -23159. -90723. -46366. 1.000 1129. 0.500 O. 1129. 0.050 CEM. 7035.

5947;r
12101.

t4018; U-91252I a 23159;

  • 645315.
1;000t Y 1129; Et:O.500'

' O:. ":11292 O.060' 7036 -3486. -12101. -6273. 44390 .530. -12885. 1.000 500. O.500 O. 500. 0.022 i CENb - 7036 1

3468.'

- 3601.t i6283J ~T-44427;s , Sib 530a 112757. '1.000i CS00 bio.SOO: 0. ' 1900. 0.022 : 7037 669. -3601. -7146. 22627. 9584. 7903. 1.000 279. O.500 O. 279. O.012 TANG us --7037 . ~3601..

'-2851

%717t; Jess 44 9 2901es - r-es7S; tiiOOO? ?279J"O.900. O. 4279.

O.012 7038 3601.
285,

-7171. -9108. 17020. 6678. 1.000 221 0.500 O. 221. 0.010 TANGENT-7038-4 3801.' l-691. 17144. 78108; %,,1GS15J E-7832J , Tis 000f*?221. ?O.900" 20; "221; 80;0102 7039 ' 3601. 691.. -7144. -7837. TANGENT 7039- ~3601; 7.-1192.: L7077.x 37837.: _ ,.9994, 7632. 1.000 .160. 0.500 O. 160. 0.007 gre433.

-8316.

01.000? JteO. 0.900' o. 1 iso; s 0.007-7040 3601. 1192. -7077. -6930. TANGENT 704C '4899. 1818. 97130. < ?t990.i % 6692s A,.8316. 1.000 138. 0.500 0. 138. 0.006 S736. 6133." it'.0002 N138. 10.500, ~ -0. N 138. 10 006" 7041 -4899. -818. -7130. -7133. ,i,. 9956. . 6133. i1.000

148, 0.500 O.

148. 0.007 TANGENT -7041' '4898; J~7181.".

  • 7141.n 371381

?S4232 # T*St11;; !;0001 I148. ?O.900 Jo 148."l:0.007? I 7042 -4899. 718. -7141. ~6532.. . 12529. .ft111. 1.000 .176. 0.500 O. 176. 0.006 7ANGENT-7042'. J4896 0 3-7072; 77142sm '34532;3 2-12541;s ..-bO93. 11:0001 d174/ 20.900'

0.

t176 a 10.000 7043 ~4899. 707. -7142. -3577. 33002,.. 8093. 1.000 369. 0.500 O. 369. . 0.016 TANGENT 7043- ' 4899.' ?-2841.

i45914, t 3577/ 928881;F :-17724.

11.000' sSis.'iO.500 + O. ? 15.

= 0.00t 3 duNCTION 7044

-6591 13524. _58484. 17724. 1.000_' " 28. ' 0.500 0. 28. '0.001 7044 -4899. 2841. .#?~ ~ JUNCTION ~ 7080 1-2784.5 ,40612 " $78191,0 94235 t h' 149629. INT SPRI'sG 7080 .-1276e n W: 101 12759. 2 78... __ -4051. -87810. 42338. -49629. EEND ' 101.J 't-187. 14912J h-12759.- 1*$251. J s44379. FS7810. 3.1.444? C2884 W Oi137L L1052. 43448 W O.'1531 110 -6225. -4912. .. 187.

b. 48516.48516.'T ^ ~2718 6 '

C30043.- 2718. -30043. 1.844 0,500 3844 5094 0.226 1110001 41250,6781 JO.900113e44 k T4921 F,CO;9012 TANGENT-1110s #422ST + 7 4912 M wit 7h 120 -5705. -4912. 187. 7;43605.43005 FNO-6089 #. 530042J !1.000V~2537 W 0.9002638441 AF 4481) WO219e $ 8682. -30043. 1.000 637. 0.500 3844 4481. O.199 TANGENT 120.' s5708. wA4812n 9 1871-:: 130 -5055. -4912. 187. 37468. 15405. ---30042. ~.1.000 599. 0.500 -3844 yg.y444_3. O 197 - j s p.c.~ ) gg, - ,< 97qq;g.~., ~.- gww p y - e m_y,., t 1 ?S n $.hf?$ ', S.N "? I'$&- U " f ?' ?R s n l 6% ^ r , NT Me * "M9 %i gg p - - m e " u wype W ww wmg mw ~ 4 s ' ^ 9@ d@@ ^ > W*C ~ ?? % M4 n GEM M M f n a E

m UESTINGHOO$E ELECTRIC . C.O R P. O R A_T,I,0 N. w, 51 73 PAGE NO. i /AP400? ++ DST /PIPEST.iESS w..._.........._____._-_____._R k.veestoW 3 M.06-XJ _ _ _'Re1 FAPR94' 7 g ,e , + s "? ,gjgj r CALCULATION NUMBEtz c t,.. *:4 -;$ CODE SECTION III CLASS-2? ASeIE-1988 #EV - A8S E LHE J TIME *1 14:04s585 l3/30/99? ~ SGS-PLA-04A MAIN STEAM B;.RUN #19 LOAD!NG CASE NO. 10 DESGN WGHT.. ANALYSIS - DW EQUATION 8 SUSTAINED LOAD ' ~~ ~m STRESSES IN - PSI L ===+= ===i' ^ s . LOCAL '~ ~ ~ ~' ~ " ii POINT = = = -FORCES IN POUNDS ~ ~ -=== = = N000ENTS IN' FOOT-POUNDS, ._ ? le0NENT i . STRESS STRE,5, 1 85 SH. PRES. '70Trth STRESS? NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION B2' STRESS 81 -(x) (y) .(1) .(X)' -: (V ) ! (Z)- TANGENT 130 .50SS. 4912. -188. 1-3746sc 2-15403' t30044. 1.000 599. 'O.500s 3844. ?44431 .O'197L 140 -2547. -4912. 188. 13780. , 33734, -30044. 1.000 561 O.500 3844. 4405. O.196 CEND 140

12547, 4912.

'~188. -137001' ~33734i .30044.

1. 844 + 11034. ^0.500; 3844; E4878; f 0.217 i '

150 -188. -4912. 3987. -9250. 36615. -25514. 1.844 997. O.500 3844. 4842. O.215 t TAMGENT . 150 2784. ~4051. -3907. ~-117544 H35890., .25514. 'i.000 - :- S41i 0.500 " 3844. 143451 iO.1984 6020 -2784. -4051. 14143. -67364. 90264. -25514. 1.000 1371. 0.500 3844. 5215 O.232 TANGENT 6020 -1164. -3248; 14143. S7364 L e-90264J l25514J" 11.000' 11371L.O.500- '3844. 52152 ? O.232 - ~ 1 6040 1164. 3248. 23503. -8896. . 69310. -25514 1.000, 883. 0.500 3844. 4727. O.210 TANGENT '6040 2-1184. -1033.- E~23503. !8896. E-S$310.> .25514. ~ 1.0001 4483. '0;S00 c3844; '4727; "O;210? 160 1164. 1033. 24124. '-7664. 67921. .-25514. 1.000

866, 0.500 3844.

4710. O.209 CEND 160 1964. -1033. ~24124. -7864. 167921. '25914. 11.844: '1997. 0.S00 3844. 54411 -0.242-170 -30655. -1033. -1164. 17250. .167663. -599. 1.844 3689..O.500 3844 7533. O.335 TANGENT 170=-:~30654. --1033. <1184. "17250J 2167483; LS99. 1.000'" 2001 M O.5003 r3844. = 5a45 > J0.240 6050 31698. 1033. -1164. -15185. -230019. .-599.

1. OOC.

2736. O.500 3844.

6581, 0.292 TANGENT 6050 ' ~31698;

-1033.-

1164..

'15105;

230019I
599.

<1i000 % 2738J 10.500? 38442 8941M 10.2924 i 6C60 32218. 1033. -1164. -14152. -261978. TANGENT 6060 118743; '*1033; L1184. {14192e ?281878, -599. 1.000 3114. 0.500

3844, 6958, 0.309

'S99.- 41.000 e3114' 6070 -6783. 1033. -1164. . 9E05. 31568. .-599. 1.000 392.. 90.5001 3844. '8958; s 0.3092 0.500 3844. 4236. O.188 TANGENT 6070-4703.

432;
1164.

"-94052 ?-3tSGS. 1999. .11000 ?3921'O.5003-38441 14238. C ; 188 ? ' 1080 -4703. -432. -1164. '-7878. ud-545402 ? Set. 1.000" 1664; J0.900-3844 k 34498.v.60.2001 7878. 54540. -5S9, 1.000 ,654. 0.500 3844. 4498. O.200 432.- 1184 TANGENT s'60. 14703. 2 180 670. -432. -1164. 3419. 75374. -599. 1.000 .896. 0.500 3844. 4740. ~ O 165i O.211 ' 470. 1432 _ x1164. ' -3419. t -79374 L 599. ~ 1.000 f 1741. <0.500

29G0; P3702.

TANGENT 180-6090 16546. -432. -1164. -1759 .-27926. -599. 1.000 275 0.500 2960. 3235. O.144 TANGENT -6090

  • S12.

r-58; 1164. 11759. Q7928; 599. .1.000o "2754-10.500,2940i 3235; 0;144: 6091

1826, 58.

-1164. -1705. -29043. -599. 1.000 .286. 0.500 2960. 3246. O.144 L ' 58.' 1184. 1706. "29043e ^ 1599c -1.000 245. 'O.500Tr3844. 4150J "O.198 3 TANGENT 6091' %182s; 2" TANGENT 190 : -2692. -58. ~ -1164. -1608. -32809. .- 5 99. 1.000 390. O.500 3G44. 4234. O.188 190 2692. 58. 1164. L1408. n 32800. ?See. 1.000^ 3801: :0.S002 138444 14234; iO&188 200 3082. 58. .9164. -1564. .-34974. -599. 1.000 416. 0.500 3844. 4260 O.189 ' 58. 1164s

15642 TANGENT.

'200 '-3082. 134974 f 6599: ~ 1.000 - F4181 30.500L13844. 54240. 10.189: 210 3472. 58. -1164. -1521. -37432. -599. 1.000 445. 0.500 3844. 4289. O.191 TANGENT 210 '-3472 (~53; r1164.

1521.E-f374321

'599. J 1.000 < I445BJO.5003 13844. 4289. TO2191= 220 3862. 58, -1164. -1477.. -40183, -599. 1.000, _4774,,0.500 3844. 4 ') 2, 0.192, + l _ 4-g. l ym< e_ ~ A $P k 'T' K..-}Qs'T. v' y A p4 $ ~ yy ?

y u a

~ 7.g m i 6 \\ 4 r ' ~ -

~ c e I t t' i -(% WEST I N G H.0 U S E .E L E C T R.I..C .C.O R P,O.R A T I.O N 79 PAGE NO. 52 ~ u., g, t -. ++ DST /PIPESTRESS 4+L NAP 4001 ^ - N m

  • Veesten~3.4.05-X
teW APR94

........_.-...--.-.'"-----.---w---.-------...--...._.".......".."--_. i U g s y 4

CALCULATION NUMBER'

.; 1 L - RUN #19 ^ .. : CODE SECTION.III2 CLASS:12 i ASME-1988 REV - AS$ i tHE ? ' TIME = 14:04186l:

3/30/95, SGS-PLA-04A; MAIN STEAM B;

~ ? LOADING CASE NO. 10 DESGN WGHT ANALYSIS DW

  • Y

^ ..K. n: J~ > l'C s. EQUATION 8 SUSTAINED LOAD c <x ~ ~ ' ' ' ~ ~ * ~%== ===*i' STRESSES'IN MI==== ====? s s LDCALP IN ' ~ d %- ~ s x:, s POINY.' m m =: FORCES;IN POUND $ N==3 != ==== MOMENTSTIN 1007-POUNOS2 ,. J.. MOMENT .! PRES..JTOTALE STRESST NO. SHEAR 1 SHEAR 2 AXIAL ' BEND.1 "" BEND.2 " TORSION ' 82 ~ " STRESS 81

STRESS, STRESS 1.5 SH (X)-

-(Y)- c (Z).. x

(X)i L(Y)1'

'T(Z)k ' s i -3882. -88. .1184. c1477. I401832 ' 599.' ' 1.000 1477;: 1 0.S00' =3844. ~ 43222 ~ O.192 ? ~ TANGENT- '220 ~ : 230 4252. 58. -1164. -1433. -43226. -599. 1.000 5 63. O.500 3844. 4358. O.194 TANGENT 230'

-4252, 4-58J -

x 1154. a 1433.N T43226. lS99; 1.000? cS13; T0.S00" 3844; i43Sen JOi194E 239 6159. J8. -1164. -1219. -62315. -599. 1.000 740. 0.500 3844. 4584. O.204 TANGENT /235-112879.- J-5s. <1164. !1219; 182215 M DS89J K1.0004 '740. 90.S00; 3844.5 ?49342 -0.204l 240 -12099. 58. -1164. -1132. -f3581 -599. .1.000, _518. O.500 3844. .4362. ,O,194 duNCTION 240 ~ a s JUNCTION 240 TANGENT. 240 17199. --BS. ~ 1184;'

1132.

C4254t3 'S89J {100001 iSte. 10.S00 6'3444. ^43622 f0.1942 250 -5509. 58. ~ 250 -1164. _-942. -22929 ,-599 1.000 272.. O.500 '3844. 4117 ~'~ RSis% al i." i O.183 7 JUNCTION - JUNCTICN 250 31184; f 942 " P:2292912 -15891 - 1.000J 22720 10.900:!'734443 4117; doi 183' TANGENT. 250-60s;'

-Ba h i

260 1081. 58., -tj64. -753. 23695..^ ~, -599, 1,.000. 281 .O 500 3844. 4126. O.183 ) OUNCTION 2SO ~ ' 1 +- JUNCTION 260 TANGENT- '2SO ' *5981. f -58' ' ' 1164.'

753;

.298s9. !S99. 11000' :241 7 0.5000 3e442 '4128.

-01182?

261 6761. 58. -1164. -665.. .-33251. -599. 1.000 395. O.500 3844. 4239. O.188 TANGENT 281-510234. ' N58; 11164. 'SSSJ N.Z392 Sis JS89J Lt.000L ' SSS1 10.500 :.i3844. 1423s; JO.18Si 280 -5294. 58. -1164. -111. 40504. -599. 1.000 481. O.500 3844. 4325 O.192 TANGENT 280-15294. ? -58 2. i1164; >1111 9 40B04. J599; i t'.000': '4812 J 0.S00 : :3844; E432S R T0.192 i duNCTION 290' 58. -1164. -19, . 48232. 290 -4471. N:M 5 3 99. 1.000 573. ~0.500 3844. ^' ".G ' ~ ~ v '4417. O.196 x JUNCTION 290 3s1164; ^ - m ~#48232 M ~ S599J 71;0004 ? S73;? 101900 i 3844. 144175 - O.'198 f TANGENT ~ 290 74029.' ?-58 1 f t$. s L 291 -3639. 58. -1164. 25 51507. -599. 1.000 607. 0.500 3844. 4451. O.198 TANGENT 291. i3839; 7-Be n 11164. oc 7-291 k--51107 D 589 t l'.000 2 KS0721 0.500-413844;' ?4451k i02198/ 300 -3119. 58. -1164. 5-884, % 54486.% 4861 ?599;, ' ~ ~ ~1.000 647. '0.500 3844. 4491. O.200 _ 83. -599. VALVE - 300" -"3119. 2*BS. ,1184; V ' "V"Q.s? "%;e.e 3,10 -3119. 58. -1164. 239. <: tug g w.62803. '-599. 3 o - mw m m1 -4 s w w gg,c,,,,. g yww ? 4 0., DO 4-18500" M ^ COf N 2:3O h +* ~ "02 ^ C """ M&> 315, .. O. - O.. 18500., O. O. .O. ..w .m y, ug-.

g....
~ n y y. y.y/

mym g.wg.. n y. a..g + au ~z l .;%.: :W ~ l > *? < W???W' NMI O ' ~W ? WSW w fQ$2 +^ g .mg ~ p yq:g +> N#:n

  • 4 " fMppq;;pgp

~^ y; .pmfgn:pg. g.s s g mmm emqg.- m, m wwyyne -n w i w:yggggw a L~ wrypqw - e w qm y:g. gy \\ m >m-g:y g gy. z, =

U E S T I N G H O U.5 E .. E t. E..C, T 0 I.,C.. ,C O p P 0,.R A,T.I,0 N, a,,- p2 q: w a, ,PAGE.NO. _.53 80 s ; ;w. M DST / PIPE; TRESS W- _ _ _... _ _ _ _ _"_"_ _..'^'. _'M APOOO:_..._.--....__...____Nr $vocatov 3,4,Og.X P'.-Re1T APR94 7 %

  • N
  • CW

't + w y . / / y r. ..w;,, .u,-"Y k- ,p - CALCULATION NuteEn. ctilo % CODE"SECTION I11-CLAS$?2 9ASME-19ee:REVTASSt?t.NES 'CTIME= 14f04sSS"< 13/30/961 SGS-PLA-04A;. MAIN STEAM.B; RUN #19 LOADING CASE NO. 10 DESGN WGHT ANALYSIS.- DW... n - m, .<:+ ~ >..,.. a. s EQUATION 8 SUSTAINED LOAD <- c n= m.....= STRESSES IN PSI ===b anos P. _,'WT* -LOCALD -~ s POINT.'; - m e FORCES IN POUNDS %.=> m m e MOMENTS 1N FOOT-POUNDS' T9 ? MOMENT 9 C ". i PRES B iTOTAl??STRES$f NO. SHEAR.1 SHEAR 2 ' ' AXIAL BENO.1 ~' BEND.2, TORSION ' 82 ' STRESS ' ' 81 ' STRESS' ' STRESS '1.5 SH (x}; -(Y). -(2)J '(X)! t(Y); '1(Z); - ~ d. J JUNCTION 310- -58, 1164. -239. -62803. 599. VALVE 310 -15381. 320 15381. 58. -1164.. .395i 9 1T801 6-599; ...t.000 599. TANGENT 320 -15381. -58. 1164. -395. -21780. , :-589. L1.000~ ' 259. 0.500 3844. 4103. O.182 L330l 16205. 58. - ~1164. 48741 - -3220 c 39. 0.500- : 3844i 13884u.:0.173-TENGENT 330 -16205. -58, 1164. -487. 3220. 599. 1,000 39. O.500 3847 3884. O.173 340. 17071. 58.

~1164.

584.' ~-30958. -599J '1.000T '348. :0;500- s3844. E42122: ' 0;187.

  1. .NCHOR 340

^

E JUNCTION 240 STRUCT ELEMT 240

.O. O. -4900. O. O. O. ^ P. 1000 .O. 7 O. .4900. "O.

02

'Oc O. O. O. 1.000 O. O.500 1324. 1324. O.044 TANGENT 1000 O. O. -4900. .. :- Of . O.i

O.

-1.000'-

O.

0.500? - 1324.- 13242 JO.044; 1002.- O. O.- <-4877. TANGENT 1002 O. O.. -4877. O. O. O, 1.000 .O. 0.500 ' 1324i 11324D 'O.044-1324. 1324. 0.044 1003'

O.

'O, n4832. 00 ~04' 0. L 1;O00 : LOi iO.500 2 TANGENT 100", O. .O. -4832. O. O. O. 1.000 O. 0.500 1324. 1324. 0.044 1010 ? O. c o.. 'i4781.1

'O.,3,,m iO.

~ 0. 61.000? JO..O.5003 L1324b s 713242 MO.044; Val 't~ 1010 .O. O. -4583. .O. O. O. ~

  • ^

W 1020-O. 0; !4563; LO: ~ 10:

O.

JUNCTION 1020 OUNCTION 1020: -4000. O.. ,O. .O, RIGID 1020 O, O. 1025' 'O. "O. i4000 -- - : 0.: OJ

O.

JUNCTION 1020 ViLVE 1020- 'O. 202; 'O ' -5054- .c0 - ^0. 'W s 1040 O. -292. O. 244 .O. .O. TENGENT 1040 O. 207. 10. -244. ^ 10. ~0.- 1.000+ 9641 0.500 OJ 164 2' ' - ~ O.003 ' 1050 0. -182. O. 169. O. O. 1.000 4 5,. 0.500 O. 45. O.002 LD elbow 1050 -1R2. -O. . J O. -O. -F-1691 . O. 2i443-l118. 10.500-JO; 6118 N "0;OO5a 1060 O. O. 54. O. O. O.. 1.0004

10. 10.500/

O. ' TO. ^ O.OOO L - TENGENT.' 1060- ! O. = Oi " a-54. E O. S,'/ * ! O12: ~O. ~2.643 O. O MOO O. O. 0.000 1070 O. O. , O,. _O O. ..O. 1.000. O ,O.500 .. O. ,0,. ,0.000 y' OUNCTION 1020 a ma ' VALVE 1020 O. -292. ..O. . 505. O. .C. .1060 * -- 0 ;. .! 292. : iO.

-244 7.

' >iCB 2 Oi 4 W l r W - 3-pg.; nn m w KW - >g -g >y i ~ mn - ~ n m,,,*, /' N ,5 rv V V j j.. t 1;D-E '.: Y - y 4 W g f I h w

n. G $

p 'pi. 'g {E 88IEEEL wx: an .<w,e<< enI EEi 18E R

n
o:o

-333333 88 666666. 1666666 ddddddi 366 ' ?.: [ s ..,n .o a e am <m. e, e. O O o : c,.e 1 a <me < m, e O O O : w: e enanann 2 c'e, e e Om-e s '. . n e m e. n,e w I 4 e -- e. O-e m -e (

g. s

.. e.e e. ~ a < - s.. g a O.. cL.. - e - eee e 4 at w a .m ./00 c. '-..'c mm-

C00000, v*****

000000: 2 w ww nanann e m aa. nenne ,;,. g a

  • g e.e e

w 2 ..g.- M 8 8 8~ L8 8 8 8 8 8:: 18 e: Ts. . e.. o.. e. - in.. o.. in... . o... e.. in. ~. P an. w e a m m-n al sn O00000_ (O00000 000000: u00 .e w a

6 a;

e-o ..... n... bee to M m..e O O O. 000000 w e,.e O O OJ. We w e e. J 8 t E a 8 N w .... + .e-e .e' w e n n,. -ec r ~,.

#..e; e

- - - - a n c e.c . e e e c e,. ?e. en% C00000':0000000000 'OO C0000000l'OO00 ,e mN .8'. I 4 mw O

e.. 1. >

s w p, a 4 - e i. m 8 .c. e s. 000000J0000000000 ?CO .......~.l0000 u. e 2.lt?i9:. e OOOO n-C0O-- x.e' e .:a2-,, e < g. w p O ;l 9 ; t. w

e

[e ~' y w, ,. -'y w ). .en e v i I: i 8 4 r > l_. l'1 es: e. .E ?. e.'s-N s- .....kx u?'e? t. m e: vmOOOO 0000000000 .c. O O wvmOOOOemvem to s e .m 4m egW ~:04we O. - -1 J ..3-sw t 4 e 5 .e M n ei nue: .mque .IF It w I. (L : U x , e :-' t' cO ee N-M e ,. Of-t. 'e; e C;$ l' w i ed O :., j g '. m ' 'w ^t i. O 8 ..***+- - b ba n en' *. 00000940"0000 .r. - *.e .. ' *. +....... w e.J 0009404 s' e ..J e<m 4 - o 4. N ~ em e-ennees 'em cn m e m e m m an s a,vgwevwvg s u .i...s:s qn < at ' .4 e e,.In e-1 + w .2' exw v -we e :l: p?-;t - m-s. ce -~ a. a.............. :..... +... . Ue n >g N- ..a. - t /; 3 2 1 6n0000 0000000000.: 0 0 NnenOOOOYNN>n U -:- a.. e sum e-em e -meoe .' Z., 2 ; 4 <> e - an,- . ngne 3.:' O., - 44 w w 6 I? '. e., ' I f Wn Bl: 8- - 2 W.. : O, saa I s, s '. e. w: < om ..*.,Q' O-E .J O w ^: s' .e. es. .e, x; O .e ........... 00 COOONOOO'OOOO g- <m w e OOnOOO 0000000000 4 t 'w1 - 2 eMm e 3 ~O eex e e w s e-in. e ><- J sww e a .e m a p. 4 eI 3 + ' w2 -m. O em s 'I. . 3 O e I+ e 4 O~m .J O 2 2 out k - 00 OOOOOOOnNMn OOOOC TOOO 000 O O O I-en - 'w 20 o ci OOeconnannn nww*vvwwe hee cm w Iwe 24 m w2 00 *- *= e n w e e *- e e e e e *- e * *- e *- * * *- e *- *- e ** *- e n n N O' E O4- <. cc 0 eeee*e

  • -***-*e**"e*-e*.e**e**-*"e*-e*"e*"e*"e*

s>s MO ' u sL 2 '. e enf a to ea 2 <<- 0-.O w ' CL .J a 2. I I og 6 C.L ' eg F w p-4. .a en. <. 3 3 2w 22 2 3 O: < J .e%a m 40 0 O > O > 0 H > > OO O > O > emI-D en .J w 2 e 2 * * > 2 2 2 .* ea w 2 e 2 > 2-w- O w J w o-U w w w w peo Hw taa .J w >= w w I i O W Q 3 0 0-0 > U U> taa O >-O 3 + 2 2 Cr 2 2 '2 A 2 0 2.J Z .J ' 2

e+s

< g 4 e < < < '4 g 24 4 m 4 4 - as P-J p-en P. >- >= > -J J> M .J >= t-eats eseos

- ~ .. ~. -. - -...-- .. ~~ U.tnieC N V . :. i cz ea .q. h. p. w >: m n v.< ,? n a o v. / m +:n .v. c. Lo-8 . s.. 000000$ m....(OOOO m m _ h- ? f) [m y,*f 00003 ?OOOOOO J Y U} n-- { 'v 'k? &., t h A,; - y. +;

p.. '

a.y.. D + ,g V ,.e Jo2 4 4 - n: M ci .s3e e1 p $,. 4 O g g, P p e,......-. u e 7 s 4 .-NaNNNa w e,, e O O O y g g,,e. , a h "

s..

a y, j., ,... gw r;

e. O O O,:

e Ou y q s <my vegg g e Zue a :, w M u e p n n..n e.n e e w,. .x sa .e .m my w y> w. y wws et+ a.. ^, e e e s i; ^:; 3 M -; V' x G '. ;

e s 5

a y; g '; ?, u 4;i eye as v .e st O e cocj y e s X) e a e qdU ' v.. '. soo e .s me; -0000D c.-w w w e e g C000001 20000 Se s, e p r.n e w < wm NaNaNa 3 .x

s V;
a e b

.m,,..,a n. a. n a. na m m :. ~ x w E g; p 'l. s 49

s.M e n x

'.m' N 'i a e H 2 18888 < s s..

e o p;.

H 8g8]W] [88888 z j8 8t 8 e -.; = %ge N ,,g:. - l - o.. o... . m..e. m.. ..? en..fl. an d., L1 @p - O w ( -t .. e... o. - c e;e> 00003 1000000 000000:

x. :-00,00 n.:

O a :. ,57 M f' ~ 5 e../--ee 'L ens s .,.r. i.e' , s.CO e r? w e t. n.. 3-. x. e a m.. W M r 7s,...g g s. e..c. Y M R W :0

  1. 0002 000000 M ane OOO :

a --e e:, w-e yg. >q x e e aa e -i ^ 3e af e p: g N k o o- .. L a f'i ;^ m

e; c e s; e

E O.. 7,..nn M , e c e. ' < e e 4's( e an S a n.g s .s 5t e at 7 y-q q

E ge 4

... o.. 7 ., e,,d + s 3N:

d. e...

e g r c y el: 3 e me: m c......- t 4.can f m,. N a r .-we- <se: ey-~ e n N,. - J . e 7. lE' q y; kN bbbblbb bbbdbbb *!bb bbb$b0_bb_]hbfb6b + s ,e:,,o n

9
I s. ? 8 R' d M N.e P

i /: i us N : O.; s i; y l f e i::; e :i 'g e-p s' Zefiel e 3 e n, g ;, k! g a x s .$4 Nn b C. ie W ^ ' %: b'a g . N [. h. ..-.1

    • 4 e.

-w .es .s Z ; e ?, eL 4; y Nu. e OO O:f:-O O O O.O O O O O O qOO O O O O e O O,O/p O O O n e o &

  1. u c

9 s .e. t s 4 x

e, 4r 4 e a Z e r.

.-2: wn> e 2.g a g - 's + ' e f.. ? .P. O g, e 4 e a, - $< p

-Zw ts. W

-s 4 > y w en w, ~ 'k ~... .. 14 m;, C, s f % @s p W ^ 3 l u n.. e e Sl e <; q &y l" ^'c 3: s-t . y: L y v gl 1 H.): s, e w e g o

4..

di :; pl e y.3 -N s 4 m..,.......,.,..:. .a r c. 8 a > ~ 000060000000000 00 0 w g m O O O OS::en t,w e O O d p :e eb .e, w. c :<, V - e u O ,e p w;e p el en v .e - 0 9 w 7 sox NN - 2cnNe s.. ^ sZw .e a " t s W+ ^. V m e D. 6 4 e ;. s, e :x ;- o 33; w.- .em< .ew. g e. eb sh 1 0 :. 9 M

,i S.

s g. ,ien,85 .ges .: e..:. e ^ 001 L i.

p' M
q..

K{' - ' <. '3 g y: gy L y,.: 1 w e.,.. Ws ei B umi .a u -.... *...... . *.... + *.,.' .,..h Ui 00000w400000004 w

.>u

-s et. OvvoEO > > N N

  • m s"
s er, e car e

e4m 4nm 1:O d e-m n t. c e e '. an e a O <4t -N s 'a m e m e m e.W:. c s +

4 e '?

y ' ev.e>' e. s.- "at 9 Ind < %Zi MXw fer444994999 u-66: 4

i> '

'jj U e ' 4,.

. 8 3 ; e 'a esi.

P: E-M I M o-u a H W .. a Er6 a s,y e t y y e ),, e n a :: 0 ; m. ...N.; x an : 5 3 r. 2 - F-0000<0000000000 'OO NNNNOOOOWNNe-NOO c : - > u;veria: u. ::. yy man eace - mece s i

1.l.i
21). 2 c 4

,x4> cNN- . f'. e ' 3 - NNe w(j ;. s ' e k s. 43 3 ;j 0 % en ww e es 4 6 ', i- >:. L:S e 'f;< .; 2 C e x 0 t sa# I : A I~*e1

q. q N 0-w g o p o f, a s.- q W 's'b 4 :

v .,O 0s = < syle(s gmc S.J - .. -. +. + -. y w' as. ,. g ' 3 0- ... ~.... -...... ....-4 D 4.s i wi e ' aOOOiOOOOOOOOOO ,00 COOOnOOO.COOONO s wf-e:t .c eg o :. g - seg e e ^ c-e- +. s# ~1 y <: 2 '. - ema e e ' ^' .< e :;A e '. sw; s - S ( e-w z'-- 4 eI. 'e .s* o f L.s a '

m ; e

.J sww e g F. V m: + kr .e' u oe-c :1 s7 3-O e 3.1 4. w s- ..'m e e4 e9 4 ::, ,,a O'. 1 - OOOOOOOONNnnOOOOOOmOOOOOOO 00000000 .n eme> ...w-2 e N N m e w e gr e w w gr e in e w e w s w e s e m e O eewNNMM4 . %J m ~ 24, W e NNNNNNNNNNNNNNNNNNNNNNNNNM MNNMMMMM ,. ' e sai e ;. C ar ' d e-O ' "e""

  • * - * " * * * " * * * " " * " " * ' ' - " ' - * " = " * ' ' * * " ' * " ' " * " * " " " " * "

~ s e e.' 0t E. w . ~ 6. 4o:u 2 2:. f4 - t 4 ens 4 - 44. 'O-O >F-wt & ; .J J J. 2 w E M< W ( '5 eMeI Q 4',1 M. d o4 Oy 4 J- ' 6.: H e-k 1 40: O OO O 4 0 .M' H'H. ZK Z

  • B 2

'3 e *e e ' J i/1 e 4 3; 4 ZwL ' OO - - z e z - ' N. ' O' . O k O > 0 'z: m e e: uma..w a z -r i z - z, z ~~ 4 J w puf w ww w -HHO';>W w J w Hw w .J w-O, e e' tal C 3 0' O O.7 M > 0 W W >.O Ws 2.g J ate = > '

  • )

.J 2 Z J 2 Z J' O A g 2 .' 3 4 ej/ 2.g g. .r 4 5 4 41 4' 4 H. > > 8 > >'iH' -J g .g N ,,J H -V seu seene e .e

_. __ - ~ _, _ _, m. .m. .m= l ;l 7.% ./ .f [ Q' 3 4 Q, g 4 4'- i 9 :s i. y xf" f;- g i J [ @y pQM t'$'( 4 E 88[ $ 888888 *'

e b e 6.

o.: d. D' a9 4 am M h e e. e e. e e. C. O.. 5 ?. M f.. 4 H w > ) + 4 w. 43 m N ;; Qn i %:n V W Q e 9 e $a t ,f 00)o, vg^!O00000 pp t-und M ih Mi N sbd i % W A p/. e ?. M" @M j i7 O ~ q yi:3 j (q...4.. g<

. g'~ >p gj {g 4

j I h,8 } % yg p. g i g 1 s ~ v m ww e ~;e

8 um-

?c?im9meme A 4f 2. bd @ d A OH 8.{. 4 s H w 't 00i <e 'm 9 s', 2Me e x s', e 4 M W 19 h G qW / N eg N N N N 4 W:i e es 9 17 )D 'O ON" /sWWwT49 '* y?? N' v; M-tM e 4g HH: lii 4 N M N N N N.

M 5 di 9

t r- @.4 0 ;h I Y') 0 v, 4. .y .s <,,; e s- ,g p + M M' T v s Tl S B N>- * ,V> kl :j c g fc, em,; Q Le g ^ 1. > ^ 3 i 3e-eg m e 1 h 4$ 3 .. a @ ) -e v 4

s s

.e i b p, W:' 94 -a, I e m. oOe un se e ..v, 4 M ~ w w '. r,N,N N,N,N,N, m:,: y t: n e; b esa .u. & N :s "iNWNNNN ~ e' C Jf M. iy-5 i. n 2 -. W <: s 1 ~ -, n re8.w $89 78 $.en.,8 ~ e w e,. e,si 8 m .w w . en. - . 4 e ysesa3. ga m2

e,9 M

CO: J<O00000 M T$ ^ - f 0 .. a e] w c - ^ H > p :? 4. 4 .,e .a 4.. a e, < m M

. j,,- M m

W a g e.? 4 .b: 1 y . kr >++:A-c m 2mi COT A000,000 >^ M ' l <e. es a wp -m + a ae + z. 4' N + n w:; e s >; s, pq,

C 1.

g 4'" q.p g,. ; s My ,. O :r v#

  1. J
e
  • - t

.s ! x fV{m 3 w- $Y v ^ >< s h w

a. $ ".

3 .'? c: m (,% ['( a s (x d u sb TN! Ja!_g e s'- a, >mi Se b~ N e , f} f: e .e eep -J+..+

?. +Z 3

@ # M, y 0s rececce a ) ~ 7 4 '.t O : < 't 5 e r ( e.. ~ 4 9 CL1 ) 7: J y ; .s u ~ ~ -=. - ". e?4 e:. '2? i>? . - -.*.= 00000000000 14p s

i. 3 W

s Moc e e t.e e i e t n ' + mm .. :D }. Jvf ?; y 4 O q a P e :i e 5 m N.s rp 7 vs W M .+, 4/ e-R..z M O n - ' ( mm F + O* 34

  • ,0 M

5 4' b'I d z 10 f s i > p' F' V ? % s ? R w -e s n A ': O ? s 98 k 8yi eM S < r g> .. 8 1& k w ip / $ d) ? g,' h. g &t ( f s y + n o +

1. s ;

w y u y ~..'~.9 1 c sw v y g? ya g;d g x+;r 3 s h, a t u .n ,a e g m 4 m.., y v 4 .x; ,.g a < i.e n 3 y r d e N< t >: - e. O OH O O O O M' 'JO is o n C en, . ' 4

h. $ E. n F:?

( 2w .h

c, e

+ 2 .m an (d . J. m O pe y S r.1 M qy g::j w x1 3 n ' 0 4:] g y i it .,.e 7 ~ '

  • P0 if 4

V':' d t M es** O SA w '3 M. r 'w* P A ik %

  • .4 W..

'I 9 Zw OM 0 M t +

23

-i "f C 1" ,4 ' 8: VJJ "' W :C $$

  • E*. M M

5 m sf ? J:> M

W q

.pi % A ,ks x " w"Q s : ( e p 9 u. $ p?. gi. b cN ?HP qb, iri F q l5;c o ':2 2 c %m' :3.~ j:g y, y & >b jy p xy << +h. 57 o!! M4; t j ) o p.sg ',m-v3 237 i r af $i3 .s y

3 94 4
e s

4 E w n. 44 G q .fW EM moj g& M-R: % ~ b., a 8.1 m .v.c 3 m s p.j e 6 > + ..3.- -6 . + 4 o 0 0 7['0 0 0 0 0 0 0 0 4 3.y 1, g3 sp.M e wa 3 x ^y A y 'x x 3 <3 e W eb en a .m - i ' .M x A >^ hx~ > sw O i, M W 4 sOM W e ?. e Q e i J v F 3Zw." 3)- 4.w ' N' v a4E ,= h3 gL:Q cg :' u W:3:4 2* a w :. b ^ C Qek_e! ~. %D' .e m - ',21 y - 'd 3 :, < f, a n go. U-M

2 s

n., !s 1 g h. ( e &. 3es ['.i ' O^ M

~.

' 3 A 1 P^ 7 M .y l e M, o ~. u ae;eW .of y: m y-9,.s p tt :: w - - ' .~.<.s of'i e e2 RS >>m: a + be a: >

e..J ?*

04m a wet @NNN i. F ', !X <.+ < 9; cNNN WWWW 4 w >>i eJ" TOz~1445mee-s ' it o v4 --N s d , V

7 w

h.. i OP 4 yf3 t 1> end s2m MMw w ier g y > s,J. 4 .4 4 c ! O ;:( S s t M a. -0 X e 14; c:t, M > Ww i t 1

> '+

5 i -,2 >ey ^ n + \\ @. { V:1 < ~<, u i e N, e D I n I*

s.7,..

e... O N i 'i....,. e.,.< c. b H'

h.,

'L Q I H.. ; g ;9 wi3; 2 - 00700000000 -12 m G,. -L. + N 0 ;e5:R:e3

< ^

mmm "w' / ^' > = s 4 4 ~ 4 v' n ?3 : 4 2 L2; 4%

0 :

w T; e : !s "3 wor. sa ww xoJ 2 + -8 J > E.1 W Q O " age I. "73 J 't t4 l w f ag i W ': e t.9

r. **L O A O m ibu y

9 s eg ; ^ w, e ';i, e 5 3's y )g<- e i t .cc g Q: ~;. N

  • ns.
  • .. -.<.*.* '; n '

@ ~ a c, m, .s' <ex;e-e x,;. aO. .e OOP00000000 6 89 ' d e: 9; 4 d

.w/

w' 2,. a d.3 w :s. 42-eum i ~ s A a $' r: a e ' e :. !J' w.'4 >4 J T i > c. O s4x

O.

e w,ws;;e1 .J sww a s a y j W.E - 'i X W g ( aI: g;- J v ) s , e r. : e t au 2 ~m^ u en i n. y' D: i. >< L .3 o e y s 4 e :. 4 :! 2 ' ' = ,e .'O. n x O :,: en -- 0 ;'- - ' Xf w' ZT e J ~;we 20-COOO OOOO' H:

c e w e ':

Y 9mee e.ON 4: x 5 c:'e > s, 0 4 - - 4 '.' ' e. . ** 2 anNN 0000 2: t w e: 241e a O T94w944 < W.. Horu 4. Z~ls e%t: . J e - 4 0. 3. Zw.. X. Us< O.' 4 J. .? .g>> ag 0 a 0 0: H C H"H.1/ H '- 4 ' / w ' i en e J O 4 w 2 M H 1' 2 2 2 UM e 4 ."r saa eQJ wrw;w E , f; I. 3: O > L9. - 0 N. ;. 2 2 2 3. +.. H -f 4.4" 4 c : s.e s ~ P Wm H ik..-> este sessa

OESTINGHDUSE E L E.C, T D I C. C 0 2. P.O.81.A T. I,O.N.,. . CA. . PA,GE, NO .,57~,

3..,. _

~ s+ DST /PIPESTRESS{++b ' ~ iApe001 ~ ~ - %2 Man:4 '::25:: s F 7 5veceten'314.06-XX nel d&PR94FWeze ys j@ ^ eqsyt gy 34, em , ggy , nesq q.9 s

CALCULATION NUMBER 1.."t?..

... ? CODE;$ECTION ~ III: CLASt2KASMEA19te 'REVTASG =.-' LHE5 2:2. #. /TIiIE*'ts:04iB89 13/30/95" SGS-PLA-04A; MAIN STEAM B;,RUN fi9 _ cs. ... -....~. ~.. .2 +3 jf[ y5 ' LOACING CASE NO. 10. DESGN WGHT ANALJSIS - DW r .....;.n'b-....... ACTION OF ANCHORS, SUPPORTS AND RESTRAINTS ON PIPING.,. c. .4 ? RESTRAINT RESULTANT, POSITIVE LIF ACTION IN 5AM DIRECTION AS, RESTRAINT? ~ GLOBAL- .'POINTi

  • ------ FORCES : IN LB -----~~ S { ~~~4 -~~1 MDMENTS ;IN FT - LR :-~~~---i IRESULTANTc
.RESULTANTi W dh6 NO.

FX FY FZ . MX-m_ s. MY. - .MZ . FORCE. MOMENT.. s ANCHOR 7096: i-158. s4208. 11133C-72OO999A . !!49.

52392.-

l12004. 201088. e ANCHOR 340 1164. -58. 17071. 599. 30956. 584. 17111. 30967' .3 ~;-y ~, RESTRAINT 7012 2489. -2489. O. -3519. RESTRAINT 7012: O. -O. 378453. ~ .G3734ss; - ~ ' ~ RESTRAINT 7018 ~ -1696. -1696. O. 2399. . RESTRAINT-7018-O. O. -3786710-1--37as71, s RESTRAINT 7024 4416 -4416. O. -6245. RESTRAINT-- 7024 O. 0. 478163; -478163. RESTRAINT 7030 -713. -713. O. -1008. ~ RESTRAINT. 7030! ' O.' - 20. !478171. T-4781711 ww d RESTRAINT 7070 C. O. 1207972. -1207972. RESTRAINT 7072: -. ~ 7481. ' 1054.

O.

.O-2 753S; O, -5907. RESTRAINT 7076

5907, O.

< 0. '.- e '..n O. SNUSSER' 7078-E.. OJ

0c RESTRAINT 6020

-3948. 7299. ._~ .O. A. c O.'- 8298. $NUSSER '6020' .Oi ' 0. - . O. ~ -A RESTRAINT 6040 O. -2215. s 104- -2215. O. SNUS8ER 6060f O. O. , O. RESTRAINT 6070: ' O. ?*1444. '50961. s-1464. VAR SUPORT 6060 O. O. 50961. S01 RESTRAINT 6090 0 490. O. + 490. RESTRAINT '60001 1 0.- -> 0. 4-19484.

  • toeg4; RESTRAINT 239 O.

O. .19039. 19039. . RESTRAINT. 261- ..O. 102-114994. ~~ 2 14994; ALL SUPPORTS' ? OJ

  • 0l - : SOS $30S J s

~., ,j A .N l>, aa ?L S

[
.

0'h s-g" 3 . y. ~ s ~- ~ ba - g [ M,M N, _ .Y i??' + ., m l mww g-5.D

  • DiT&lj

'S!M 1Ud ~ ywgp@r* rhed d 6N E' [ Ed # O3 ^ J %]:;

  • M'.h s

m, s w+ c: csw m j _,,., e e-; g;,, e s ~ ~ gg t I a r +-

+. ~ 6 2 s .(- ) / 'EST I N 3 H O U S E.. E L E.C.T.R I C.. .C O R P O R A.T I_O H.-.... _, m idk s. >:n a , geaw.wn; m: ~ 58 35 PAGE NO. ~ .. _ '...._..-._-_...._.~... ,,,,,,,,,,,gg74m .1*+ DST /PIPESTRE55'++39%SN3iR"^L ^:sdMApe00R70 MCF GW%*PMW MMMDeesten!3f4'.05-Xi Teelu APRS4*M9K' -c n ~ MWh %&T "MTW rF ' W"NW@ %L 7:rf - Wpgge < r --.ggy+mygg> ? CALCULATION NUMBER @ tt.152 CODE SECTION !IIcCLASS22WAS80E41984 REVJASA:3 LHE 1. .~^ W tTIME*i.14f04sS87 W-t3/30/951 4 s SGS-PLA.-04A., MAIN STEA.M B;:.RUN #19-s LCADING CASE NA -,.10 .OESGN,WGHT ANALYSIS DW=- pg #:qw.3:a psg s ~- .,.w.,:.- s m..,.s- . ~.... r 3.- ..4.ss-m~. - v rge., ' s, x. w%. x <+ em 3; reg;a - wv , r,;.., yy x 2m., -, m..,,. x m s ^ s y @ e i'F.;-: 4 g ( i ACTION OF ? ANCHORS 7 NOIZLESi Ate:CopMECTIONS ON PIPING ? d M...., ~.. NO_ ^ Y ^ " I. N. T. HE. LOCAL C. OORDINATE. SYSTEM OF CONNEC..T. ED.. P.IPING (SEE PAGE NO. 16) POkNT FO$tCES IN LB -------- r----- w ,,

MOMENTS IN FT LB -------------

TYPE NOc MHEAR : 1 J: - $ HEAR2 9 AX1ALL iSHEAR4 4RSLTNT4 3 SE98L t e sBE9Eh2i LTOR$10Ns 7BEfmING % RSLTNTi (X) -(Y). .(Z)., R$LTNT . FORCE.. 3 - ( X ),. _(Y) ..(Z). - .RSLTNT. 3401 1-17071. ' '-581 - :1164; 217072;s-4,171114 ' ~200999. 149. 2 + - MOMENT., ,....,~ > ~s . 12088. 3.. y., ~..s m .a.s ANCHOR ~ '7096 -158. 4209. 11330., 4212. 5239. 201000. 201068. ANCHOR a5843 > $0054. 1599i 4 30941 b ' ; 200877. ^ '". ~

g,.

s,,.c.se; e . -~ n Il'. X s -'f 7 g ,.... ~ h,%,'p N 5 / 4 a 3 Y t g -. ^ ^ s W. '^ 9,, e ^' 2 y is P gfa.','r - -y5 Q-I v

. V. v.

j s; .-#.c..Cs e, ,-,;-.;,;..wba.-._,' h / / A

.s_

Ay:

+

x -g v s 9 { A 9 '#.~2 _.-'N% _%','[_ ? u; ~ '-,Y -M N ,j, . m

.. g;.:

_;;y * W^<Q ' ^

3_

a y< v s - ye ca n v r s ,n - g e h f.,h.f. ^.*.,

  • v..#

.j['.. ..., w v 3:(4 v y;; 4 e:; - %. : s.sa -. mx.a. vmw-v %q. W:.b c ~. v --:rgwu .t t: s ~&>Np %.o ~ / _ gce;w -. m s. % s .:.. ww * <...vs-w &c5.c::.

g'sr e~."

x e.u x e o-c I Nnf0. v,es.4 + %g . s,4. ;c

x?: Mis eg.NP.s. 7 it:::N M:i:?

f-.)6 >.3.R...s-t - h:q # m, :7:5. :.3y v s 3 m. / W :+ d:.p-g;p s: v &9 v

'M's V

..e s ^ v

  • p;s yc;A.c a

. - -w..;(, r, 'w.,.,.. $.2 '% :#' r-- N-b.ww" <'M a < [x 9x 5! d v + N Yb b m ' -7 : w},.;cI MN v:. E. a w' >:s.+k. k ~ YM- . / v:m'% ^ r 7 , Y-hI D' @D'.M'iY"E

F- *

+M * vND t I n -- i o ~ - sv - v b 53;<. i ~ -:A::tyj-i. :Qg y,y y.,l.f? ',yy

  • f',

Q :(^?J ?., Wy:' s pg.f > . _ /j;79.-... g.; eg' Q} -[.; n n m, n .:..c. n,., m.w,..m,. su - -- _ v a~ :.. ;n u .w n.x,,u v.s. n. . an s-m 1 g G.;W . "'? N + s ~"WSML.Th7 - -'" 4* N dE ' ' ~Ms 1 N tWA " ^u 6 E n mu...s e s m.' 2. , m:m

  • w-
3. p,-

m u. g ,u,:y.. v.-:w w wavyA n.s3pme w m, m. + wa ,.s-s. . o. w..nas.s v :.mw,., w1., ex%m. m x c-A e v <.: L v' .W 4 Y'*;;M v ? l*lh.h. jQf ' ' f. f$ YU ~ ?f.h. fhiff ,,5 II

fl.

ff j# 'c_;_h* >.?- .,=.fC f lQ 'y&f y ^ ] i.- g e-(g j'g g-ig.t: v r Af?!, T]-[ . :.:gg. -' ].'. VN'^ +# r gSyp,'; v c* w f: : v :bf. ^ $$5^ # '3, R.]iY, ^ s~ lc' f?iW W:' ? D % > x -c '.';~F

e...,

M,w% w'".,;. w f L W"w< '% 5

  • /.f:-Q'W~';*l'#.,,%,.;;;Q.%,$7. 4:^R%..W

.Y 9 ^ $ 'W.C%)* / s ,:..-r.,.; a - ~ v

-:;w u3 yg, yy

--5 i-t.

o _ 32.- 4 f'.. x v s 3 '[3 j ;' 1 1 ' jj e , j' e i r d.. b-- l I. k Y I-J 9 A .i.' 4 W NM6

OVERSIZE ~ \\ ~ DOCUMENT i PAGE(S) PULLED SEE APERTURE CARD NILES ~ ~ i~ J. APERTURE CARD / PAPER COPY AV ....................................AllABLE THROUGH NRC FILE CEN NUMBER OF OVERSIZE PAGES FILM ...................................ED ON APERTURE CAR 0(S). ACCESSION NUMBERS OF DVERSIZE PAGES: s 97o9300l'61 i /31 i l I l 1

. -.. ~ y '( O. v .= az ;.. ;.. : ~ a ' n~ Westinghouse : Energy Systems am m Elactric Corporation

        • Waaa is2 mss DCP/NRCl412 NSD NRC-98 5756 Docket No.: 52-003 August 14,1998 Document Control De'sk' '

( U. S. Nuclear Regulatory Commission

Washington, DC 20555 ATIliNTIONi T. R. Quay

SUBJECT:

RESPONSE TO NRC LE'ITERS CONCERNING REQUEST FOR WITHHOLDING INFORMATION i

Reference:

1. i.ctter. Sebrosky to McIntyre, " Request for withholding proprietary information for Westinghouse AP600 ietters dated October 10,1994, March 30,1995, October 3..

1996, and December 18,1997," dated July 21,1998.

2. Letter, Huffman to McIntyre, " Request for withholding information from public g

disclost:re for Westinghouse AP600 design letters," dated July 14, 1998. j

Dear Mr. Quay:

Reference 1 provided the NRC comments that the Westinghouse leuer of_ October 10,1994, appeared to contain proprietary information that was not clearly identified other than being marked " Westinghouse Proprietary Class 2" on the page and also that there was no affidavit included with the

letter. The Octobw 10,1994, letter contained errata for WCAP-14135, which is a proprietary report.

~ In accordance with Westinghouse company policy, each page of a proprietary report has ' " Westinghouse Proprietary Class 2" on the page header. Specific information that is proprietary is then indicated with brackets. It is possible that there will be no information on a page that is n:arked as being proprietary. In the case of the' October 10,1994, letter, none of the errata pages contahed Westinghouse proprietary information, thus no affidavit was necessary and the letter can be plar.ed in the NRC public document room. . Reference 1 also piovided the NRC comments that the Westinghouse letter of March 30,1995, 'appearad to contain proprietary information that was not clearly identified other than being marked < - Westinghouse Proprietary Class 2" and also that there was no affidavit included with the letter. The e March 30, lo95, letter contained AP600 main steam line isometric drawings which he the standard Westinghouse title block that contains a standard Westinghouse proprietary stateme. which should have been deleted in this case. The deadweight analysis results had no proprietary markings. These . drawings are nonproprietary, thus no affidavit was necessary and the letter can be placed in the NRC .-C . public document roov. 3 m. e. ? Mj~t sp6AVUMf Mbe L n2 n LL O I t ete se v zeeasiriecle ot atte etc air m inaoanow-aae w sessi es.ri one.

- - - ~. - s DCP/NRCl412 NSD-NRC-98 5756 -2 August 14,1998 ~ Reference 1 fuither provided the NRC comments that the Westinghouse letter of October 3,1996, appeared to contain proprietary information that was not clearly identified other than being marked " Westinghouse Proprietary Class 2" on the page and also that there was no amdavit included with the letter. The October 3,1996, letter contained pages that were missing from some copies of WCAP-14407, which is a proprietary report. In accordance with Westinghouse company policy, each page of a proprietary report has " Westinghouse Proprietary Class 2" on the page header. Specific information that is proprietary is then indicated with brackets.- It is possible that there will be no information on a page that is marked as being proprietary. In the case of the October 3,1996, letter, nonc of the missing pages contained Westinghouse proprietary information, thua no affidavit was necessary and the letter can be placed in the NRC public document room. Reference I additionally provided the NRC comments that the Westinghouse letter of December 18, 1997, appeared to contain proprietary information that was not clearly identified other than being marked " Westinghouse Proprietary Class 2" on the page and also that there was no affidavit included j with the letter. He December 18,1997, letter documented NRC agreed to revisions to WCAP-14326, i Revision 1, WCAP-14812, Revision 1, and WCAP-14845, Revision 2, which are Westinghouse . proprietary reports. In accordance with Westinghouse company policy, each page of a proprietary report has " Westinghouse Proprietary Class 2" on the page header. Specific information that is proprietary is then Ndicated with brackets. It is possible that there will be no information on a page that is marked as being proprietary. In the case of the December IS,1997, letter, none of the errata pages contained Westinghouse proprietary information, thus no amdavit was necessary and the letter can be placed in the NRC public document room. m. W Reference 2 provided the NRC comments that the Westinghouse letter of February 10,1997, appeared to contain proprietary information that was not clearly identitled other than being marked " Westinghouse Proprietary Class 2" and also that there was no amdavit included with the letter. De i February 10,1997, letter cor.tained drawings which were intended to assist the staff in their understanding of the Rer,ulatory Treatment of Nonsafety Related Systems (RTNSS) implementation for the AP600 and contained the standard Westinghouse drawing title block that includes a standard Westinghouse proprietary statement wLh should have been deleted in this case. These drawings are nonproprietary, thus no amdavit was necessary and the letter can be placed in the NRC public document room. [ Reference 2 also provided the NRC comments that the Westinghouse letter of August 18,1997, appeared to contain proprietary information that was not clearly identified other than being marked " Westinghouse Proprietary Class 2" on the page and also that there was no affidavit included with the letter. The August 18,1997, letter was issued to co Tect a printing error in several copies of proprietary report WCAP 14727, Revision 1, that were provided to the staff in advance of the normal mailing to the NRC. WCAP-14727, Revision I, was provided to the staff by letter DCP/NRC0979, dated August 7,1997, which included affidavit AW-97-1150. In accordance with Westinghouse 4 company policy, each page of a proprietary report has " Westinghouse Proprietary Class 2" on the page header. Specific information that is proprietary is then indicated with brackets. It is possible that there will be no information on a page that is marked as being proprietary." In the case of the August [ 18,1997, letter, any of the pages which contained proprietary information, would have had that material bracketed and should be covered by affidavit AW-97-1150, which was dated August 11, 1997. n m.y s 1 -40/90*d 2002Gte10 cts or 24cr v4C 21: a pinacanow-ose as se:GI es pl one

o* 400*390d 10101 ** / DCP/NRCl412 NSD-NRC-98-5756 -3 August 14,1998 U Rtvision 2 further provided the NRC comments that the Westinghouse letter of November 11,1997, appened to contain proprietary information that was not clearly identified other than being marked " Westinghouse Proprietary Class 2" on the page and also that there was no amdavit included with the letter, ne Novembr 11,1997, letter contained Revision 3 to WCAP-14776, which is a Westinghouse proprietary report, in accordance with Westinghouse company policy, each page of a proprietary report has " Westinghouse Proprietary Class 2" on the page header. Specific information that is proprietary is then indicated with brackets. It is possible that there will be no information on a page that is marked as being proprietary. In the case of the November 11,1997, letter it was indicated that "although the change pages contain no bracketed proprietary information, they are marked ' Westinghouse Proprietary'." Since none of the revision pages contained Westinghouse proprietary information, no affida c was necessary and the letter can be placed in the NRC public document room. Revision 2 further provided the NRC comments that the Westinghouse letter of March 13,1998, appeared to contain proprietary information that was not clearly identified other than being marked " Westinghouse Proprietary Class 2" on the page and also that there was no affidavit included with the letter. The March 13,1998, letter contained errata for WCAP-14807, which is a proprietary report. In accordance with Westinghouse company policy, each page of a proprietary report has " Westinghouse Proprietary Class 2" on the page header. Specific information that is proprietary is then indicated with brackets. It is possible that there will be no information on a page that is marked as being proprietary. In the case of the March 13, 1998, letter, none of the errata pages contained Westingho 3roprietary information, thus no affidavit was necessary and the letter can be placed in the NRC pu Nument room. j A large number of proprietary evaluations covering the time period February 14,1992 to May 5,1998, have been received over the past several months, the most recent on July 22,1998. Dese evaluations are being processed. As a result of discussions with NRC management, Westinghouse will provide proper proprietary documentation for the proprietary material supporting the AP600 design certification review by August 21,1998. De responses will be ; rovided as they are developed. It is our understanding that providing the nonproprietary versions of documents will not constrain issuing the AP600 FSER or FDA. His response addresses the proprietary issues d,lineated in the references. A. Brian A. McIntyre, Manager Advanced Plant Safety and Licensing jml ec: J. W. Roe - NRC/NRR/DRPM J. M. Sebrosky - NRC/NRR/DRPM W. C. Huffman - NRC/NRR/DRPM H. A. Sepp - Westinghouse om.,e ,.s g}}

Retrieved from "https://kanterella.com/w/index.php?title=ML20153G570&oldid=4144436"