ML20062G834
| ML20062G834 | |
| Person / Time | |
|---|---|
| Site: | Shoreham File:Long Island Lighting Company icon.png |
| Issue date: | 08/10/1982 |
| From: | James Smith LONG ISLAND LIGHTING CO. |
| To: | Harold Denton Office of Nuclear Reactor Regulation |
| References | |
| SNRC-748, NUDOCS 8208130191 | |
| Download: ML20062G834 (83) | |
Text
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
- p. . $
l 1
LONG ISLAND LIGHTING COM PANY l fit'O pramesrw SHOREHAM NUCLEAR POWER STAT:CN P.O. BOX 618, NORTH COUNTRY ROAD e WADING RIVER, N.Y.11792 August 10, 1982 SNRC-748 Mr. Harold R. Denton, Director Office of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, D.C. 20555 SER Item No. 8 - Dynamic Qualification Shoreham Nuclear Power Station - Unit 1 Docket No. 50-322
Dear Mr. Denton:
Enclosed please find six (6) copies of the Qualification Summary of Equipment (SQRT) forms for the equipment items listed in Attachment 1. This list of equipment was provided to LILCO by Mr. E. Weinkam (NRC) on August 9, 1982 in an effort to expedite the SQRT audit schedule.
In addition, four copies of the forms are being forwarded directly to Dr. Morris Reich at Brookhaven National Laboratory in accordance with R. L. Tedesco's letter to LILCO, dated January 28, 1981. Your timely review of this information is appreciated in order that an audit can be scheduled at the earliest possible date.
Should you have any questions, please contact this office.
Very truly yours,
]'
. D's c.-
J. L. Smith Manager, Special Projects Shoreham Nuclear Power Station WVB:mp Enclosure cc: All parties J. Higgins -
l Dr. Morris Reich, g Brookhaven National Laboratory (4) O 8208130191 820810 PDR ADOCK E 05000322 PDR
Ps .
Attachment 3 LIST OF SilOREllAM SQRT ITEMS EQUIPMENT DLDG/EL.
I DOP .
- 1. Unit Coolers - RBSVS SC-161 1T46*UC-022 (Secondary Containment)
- 2. Perm. CR Storage Racks SC-137 IF16*RAK-23 .
- 3. 480V Emer. Switchgear Bus 112 CB-025 1R23*SWG-112
- 4. Motor Operated Valve - RilR SC lEll*MOV-055A
- 5. Motor Operated Valve - NB SC IB21*MOV-068A
- 6. 480V MCC SW-021 1R24*MCC-ll20
- 7. Service Water Pump SW-021 1P41*P-003 II NSSS - -
- 8. Isolutieri Vtive - MS SC-082 1B21*AOV-081
- 9. CRP-i!CU SC-078 l
1Cll*llCU-01 .
- 10. IIPCI Pumps and Booster SC-008 lE41*P-016
- 11. RCIC Turbine . SC'008 lE51*TU-005
- 12. IIPCI Leak Detection Rack SC-008 lil21
- PN L-3 6 9
i e
f UY EN1 276 Item ( 5 )
QUALIFICATION 8199fARY OF EQUIPMENT C I. Plant Nese: sumrEAM g
- 1. Utility: LII4o PWR
- 2. N588: (E 3. A/E: stone & Webster NWR 4 MKII II. Coseonent Name RBSVS Unit Cooler
- 2. Vendor and Model Number: Buffalo Forge Quantity: 4 Model 40/30 PCO with model 22A7 Adjustax Fan
- 3. S/W Hark Mos: 1T46*UC-021A,B IT46*UC-022A,B I
- 4. If the component is a cabinet cz panel, name and model No. of the devices included: N/A b
- 5. Physical Description a. Appearsace Unit Cooler with Fan
- b. Dimensions 60"Hx51" Wx84"L c. Weight 1819 lb.
- 6. Location: Building SC Elevation 150'-9"(021A,B) & 161'-0"(022A,B)
- 7. Field Mounting Conditions [X] Bolt (No. 6 , Sise 3/4" )
[ ] Weld (Length )
[]
- 8. a. System in which located: RBSVS Maintains MG rooms at design temperature
- b. Functional
Description:
during normal and emergency conditions
- c. Is the equipment required for [] Eot Standby [ ] Cold Shutdown
[X] Both [ ] Neither
- 9. Partiment Reference Design Specifications: SH1-276 h
[ ^ "
,d f l8E1-276 Itase (5 )
g, III. h_ Equipment Available for Inapection la the plast: @]Yes [ ]No IV. Equipment Qualification Method:
[] Test [X] Analysis [ ] Combination of Test and Analysis qualification Report ** Seismic Analysis. Report (No. Title and Date) No. RnN-277R1 Dtd. 1/81 Company that Frepared Report: McMahon Ennineering Company Company that Reviewed Report: Buffalo Forge Company V. Vibration Input Required:
- 1. Loads considered: a. [ ] Seismic only
- b. [ ] Bydrodynamic only
- c. [x] Combination of (a) and (b)
- 2. Method of Combining RRS: [ ] Absolute Sun @] SRSS []
(other, specity)
- 3. Required Response Spectra (attach the graphs): attached
(~
4 Damping Corresponding to RRS: Upset 2% Faulted 4%
ARS curve for S.C.
- 5. Required Acceleration in Each Direction:[] EPA [X] Other at Elev. 150'-9" Equivalent Static Loads (specify)
Upset 8/S = .ohn - F/B = _onc V= .7nn Faulted 8/S , .90G yjg . .90G. y. 1.00G
- 6. Were fatigue effects or other vibration loads considered?
l
[ ] Yes [X] Not Applicable If yes, describe loads considered and how they were treated in overall qualification program: Not Reautred by IEEE-344-1975
- WOTE: If more than one report, complete Items IV through VII for each report.
G
-1 l
, . . . . ,. .....-...,.--.-a---.,-nv. -- - --
f.
, l El- 276 Item (3 )
22A7 Adjustax Fan h VII. If Qualification Ly Analysis. then complete Part 1 of 2
- 1. Nethod of Analysis:
[]StaticAnalysis [X] Equivalent Static Analysis
[ ] Dynamic Analysis: [ ] Time-Eistory [ ] Response Spectrini
- 2. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
3/8 = >5HZ F/B = >5HZ V= 12.9HZ
- 3. Model Type: [ ] 3D [ ]2D [ ]1D
[ ] Finite Element [X] Seam []ClosedFormSolution
- 4. ( y] Computer Codes:" Stress" Program (for stresses only)
I Freguency Range and No. of modes considered: N/A
[X] Eaad Calculations
- 5. Method of Combining Dynamic Respor.ces: '
X[ Absolute Sun []sR58 l (spatial) "~]Other: (specify) b Sa. Input s-level:
Equivalent UP set I 1.0G V 0.7G Static Loads Faulted I 1.2G V 0.7G*
Damping: Upset 2% Faultad 4% Basis for the damping 6.
used: RG 1.61 Support Considerations in the model Same as Service
- 7. :
S. Critical Structural Elements: . l A. Governing Load Service Total Stress Identificatica Location or Response Level Stress Allow Fan Housing Housing Operating, Dead Faulted 14245 18000 Support Support Load, Seismic, psi psi' Leg Weld and Hydrodynamic
- 3. Maniteam Allowable Deflection Maximon Critical to Assure Functional Deflection Iscation Operability
.00306 in. Clearance .051 in. l between fan wheel and 1
{- housing
- Required = 1.0G (See Reviewer's Summary Section 6).
_3_
' lEl-276 l l Item (5 ) l h VII. If Osalifiestion by Analysis, then complete System Cabinet and Cooling coil Part 2 of 2
- 1. Methcd of Analysis:
I
[ ] Static Analysis [X] Equivalent Static Analysis
[ ] Dynamic Analysis: [ ] Time-Iistory [ ] Response Spectrian
- 2. Natural Frequencies ta Each Direction (Side / Side, Front /Back, Vertical):
S/S = >5HZ F/B = > SHZ V= > 5HZ
- 3. mod.1 rr,. []= [ ]2n [ 31n !
[]FiniteElement [X] Beam []ClosedFormSolnitos A. [ y] Computer Codes: Stress: VIBRA Frequency Range and No. of modes considered: N/A
[y]EaadCalculations
- 5. Method of Combining Dynamic Responses: [X[ Absolute Sum [3SRSS (spatial) " ",
0ther:
(specify) b' Sa. Input 3-level: Upset Equivalent I 1.0G V 0.7G Static Loads Faulted I 1.2G V 0.7G *
- 6. Damping: Upset 2% Faultad 4% ;
~iasis for the damping ased: RG 1.61
- 7. Support Considerations in the model: Same as Service S. Critical Structural Elements: .
l l A. Governing Load Service Total Stress Identifiestion Location or Response Level Stress A11oer Filter / Inlet T-Section Operating, Upset
- 16054 20200 Plenum Deadload, psi psi Intersection Seismic,and Hydrodynamic l
l
- Note: Upset conditi.on gives worst case safety factor.
B. E ri=== Alloweble Deflection Naziams critical to Assure Functional Deflection Iecatlom Operability N/A l
- Required = 1.0G (See Reviewer's Summary Section 6).
4
,m f d ,,
_i q_ .. j.... . .j . -. . . . j .
. .e _ _ j 4_ . . _ .
.. . , . _,- ..J ... _. . 4 .. . .. 3 g g a ,
.(..
. ._.. . . . . g ... . . . .=. 4. ..
. 94 -. t ..&
e
- I- '
~ l l s g l .. e 8 !.
l . . .. .e .
l', . _... ..
e .
.4 _ ... .1 e
....-4_ . .. . _ . . . . _. . ,. ,
. e. .
O g. ,.
g .,. . -- - . . . I ;
g - =.... . j .....L... ... . . .. . . . .. g e.aq .. . . . . ., . . . . .
r--*" . _^.. - * * * - "* - *- * * -
_.... i . . . - .. -= .I_. .....'+....
"'r
. . .. _ .g. _ .... . . . . . - - .
, . , . . ... , . . . . ..y .. ._ - . . _ . . , . _ . , . . . . - . . . . . . . . . g
' .a.
. g
.[.,.. w....
. .. . j , .
...f,.... . . . .i .
.q . .
....q..
. , . . g _. . . . , . . . . . . . .
- e. . =
8
. ..s... . . a.. $ . . .. . .. g . _ g .
am 4 a
. .k .
f k Du R , .- . . . .
4 e'* m> > i ll . . f .'. . . . _. . _. .l. ._ "1'. . . . . ..
ese RS . .t . i.. . a. 4 . . . . . . . . .
Due . ..l'.. . .9.......
- 4..- '
......$ .. .-iA._ . . .. . .
.. t -.
. see . . .1_.. p s i
. , . . .. {
.. g ..
1.
E . . . _ .+ .e.._.
... . .. ...w-. . . . . ._. . ..
,p . .
e O .* *
- m M a 1 a4
. . .4 . _ . . _ . . . . . . . .. q. .. .4... . ,
8
- g. . ... . .. e . . . .
i
., .,. .. . . . , . . I g i .
- e. . . . - . . .. .&. .. j .
. . . . . . . _ . . ..... . .. . i 9, .3,.... ,
.g
.. a
...j .
._ . j 1
. . . . ._-4...._
+.....
....v,.._
s
. . . . . . _ . . , . . . . .--.., < _. ._. . r
, . . . . . . ..-. . . ..s .._.. . . , . . . . . . 1
. .4 ...
. . _ . . . _ . . - _ . _ . . .. ... .. ... I l GD .
g .
.. ..u.. .. . . . . . . _ . . . . , .. . ._ 4. .
E -g , . . . . .4.- ..
7 ._ . . . . . . . . . . . . _ . . . . .
K. - .._ . -
j B . . _ . .j . . .._.6..
' .. .4._. ...
O . M..._.. . . y .... . . . . ._ - . ,
E > i . . . . L.
,'_ _ . ._ g n . . - .
.[.=a.._.... ._ . .._L.. 4. .. . .. . . _.._, .
.,J K. . .. . . . . . _ _ .. _ . . . -. . . . . 4
].
- o M. . .4 .. ., _ .. . . . . .:.. .. e o
a .: _. .. ,. _ . . . .: . . .. . ; ,
B U EgW y. ' -'
.. . 1
.--_..t. '
e 'I=
DJ e E , ; : . '..j :
t- a. ,
U m w* s- . .
l . . qZ w _ _ _ _ , ,
inJ s nn. . .. . 4 :
E m . ; . . . . .. . -. 9, .. . se e o's . .- .. . i )-
O w to ; ....4. . ,.. 9 .-. U .
A.4 3 - . _ .
- 4 .. 4% Z J E t i I I m .e e g ; g. g . . gg,g :
I g inJ8 . . .j... I
.d
. . . .. 4.
e 9
. . ... . . . . - _L. 2 1 g >E= y' { . . ' . . ,
. 4 44 y f m y .
l t
, t, . .
. E f*>= ....I -
.., i gg,. . .
. __ _ 1r 4 . _
InJ ..6
- e. .
.*E . .. ;.. . .. .. 1 . . . . . . ' .
b R*E.e c
a * .
.. i .
6
- b n=0 m
- >= .. .. . . . ' .. ..j. . f ,,g ,
.8 U E O
- g. . . . . . . .
.....g. ,. .4 .6 ..
1 U, l..
.I . -- .. . . .. ..
.-t . . . . . . _ ,
..> i. . . . . .i....._ _ . . __ . .._ +.. . . _ . 6 . ..
S
- 8. ..m .. . . . . _ . . . . . . .. . . ,
. Ow i
.t_ -
....,... . . . _ . . . 4. p . _, ... ... ,
. .a . e 6 i
23 F-N ye
. fj .
- a.* . > = e..
hai
).
e
.a . _J...
-g _
. . I ,. ,
. - i . _....
. . + . . .
. g.
_.s
.. net.. .. .
gg _ e W e. g. .. . ...)_.. . . .
i 41.
(
I 8 i .
I
- .f ,-. ... .. . t. . .q g j-i
, . . . . .._ .. 4. _.
. s.
l U >- ... ....t... . . ea M..l..... ....g..
. AnJ tha h . .... . . . . . . . . .. _.. . . . 4 .. a. . 1
.A e ggg Ou B.i....
g...
. ...7-.
- h. .. ..
g.- a . - . .
4
._s] . .. . . ..
. g.
.. .l.
i
. 4..
- ...e
.l..
... , .p l
g..
_ _ ..s_
.. 4 .. ._._
. 4. .
[.... 4 .
.e
_....l......
. "... p~ .*WE_.Q.' ...
EE.7._. EI 7..~ .'m WTa '
- 1 '.~ 1 X I .~ " I..,.~ RO.* ' IEP
$__ _h__ ...
. _ . _ .. i . ,
m ._... . . -m.
,g-g.g. ._ . . _ , _ _ -_ __ _. ; ._
_...t.......
.._..1.... ..64- ..l..._ .6...
. . . 9 _. . .
_.4 a ...
g .
......}.-
......{.... . . . . . . , ..
. . _ . . . .:. 6 .. .. .. . . .
l _ ... .
.3.,.... . . . _ .s .., . _ .
4 t- - * .
I ...g.
1
-..l~~.
=.1 - .
. . d .. .
-...l--~.-
..'-t----- -
-l . ; -- .
.4.... A-... .._l6...
.l
. . . .g...... .
{.. . .. 4 ..
......4...<.9 ;. . ..
.._4_..... ......4_...
.- .. .e._. . . .
9.. .
. ........ _..p.-.. . ...4..-....
._.,. . 3. --_ .
. . .. ,. . . . ..j.... ;. 4. .; . . . . . . . ..........&. . - - . . _ . .._ .. .
-...A.__ a e.
_. 4 .. .
-4
. .. ._~
1 1, . . . _ ' .._ ..
-* 6- . . . . .=h_ - * . . ...*-*.*t-*--a
..
- _ = ..
.a- = . - -=
7
.. ..j . _ . . ' . ... *--
.. .._. _..... a _
.r. y.p........~m...-..
7 .
q ,
a I
It DCI 137I lf l isbthh hbll* l LlEr b7 'll:l .LILb5RE4: TOR BUIL3INE 4R$
!f * ' !! '**! li r lil} .,tg y,hig } <bpfB;-1d . 'i 9LC. NO. M900 98-WH 51- 2154 BC - - -- -
B.R9L LIMS - - -
- j. .:2 t. 7.' 3 .' :.{ . .
C.R.MhLOVR( i bitIRINither RT EL 15I FT - 09E RT E 175 FT
.: i :i j l!l' !i SEtDf 3hRY i l' _ _- .. . _ _ . , . .
e!!l # RET _t phi 5. LA,M.8ERT .
,' ;;:1 lI t lt '.. bRftdir2ME.-)tERO . -.. . --
8.305 j 3pMPl e WR .UES 's-
! ,lll il! !!' r
!!. f ai 3t9k; sg.:
Ntd e i d,;. 4.k. ..
lli
-. , .VER b!RECTIDf .
'g*gg I- .
.. ' i.
1 2 -' - ' - - l' . i B .320 ,1
- .u . _. . L '
' i
L
' l I l* f* 'f' ' '
.. s -'t.. :..l-- 1;.
.:-.; ,ll!
' I e }'
j:t, l l. l'-
jll
...:31: j
]'- - .
j
! ;: j I. .:'-
.ii'
.'jlr.no - ,.
'J -
5.. . i, . l . ,
, . t
. si
. . ..p .. i , 4
.. . .. ,. "I l !.
Is8, ls.l- .I .. ; . ;i. t. ,
.,i, . 4...
- t. .: . es .; 4- i. ;..
't. . .;_
. .l 1 -
. s. .
,.. .i.i ii, ..
r
- s. ,i
....... 11 , ..
r, i .; i l
- .' . .d J . i. ; 4
.pQ ; L j y.'. . . j. ;. i lj.;.[ ~L .' ., ; ..,, 4!.; ;, ;.I,_', . .. . :._ . ,. . . .. t . a . i..ij .: .3 ' j. I .
- g. . -
..' 'l'i ei -
- a. !.. .
[ ,.
r:' ' .. .
.e . . . i. . t.
l.g. il1: ' !-
i .i
.,.j. .-
.I f. 'ir .e.
,; gg g-
. g ';
.. .e 1. i.. .. it ...,
- .l i ,; i; i .
l' l ili P
t' !! , ' t, : ! g1 l l'
.. *;s..i i;;; i .
o l; l: i. ". ; 6il i
.i i : i ' ' ! i. l gs i '. , j'
.. ..i; ,1!,!,
. t. -
. 'i
- i. ; .i ei.l i i ; .
- , l.
f
.i.., .
- ll; .'. .
- :
.i il i
.' s.. .
..i, e._l l i
l- .
.4
' .i igg, .'
.t i.j
- l a. ..ju
- j. :; . . !
[I ((_j
- g. .
' j. i T, '_. d, , i '. -
- t .
L.
- ..- ..' }. fi j l I ;_ I .
I I_
p__- ;
j; .::.
. g!
r
- 3 4 *l1. -i.- ;;;
.i.' l!! .
4! .i l '! .
t I. ....
- 2 et; Il . t .
1 .
..l!
l<
g* i;31 I [e
,;ai . .* : . .- .. iii -
lf! :s .'
l' j:
I t *
..!l
.i t j.e i -
I'l l ' ': I' ' ' ;
- ' 'l' '!:'
..' !' 'gg..l ll.. . l , . lsiili- !i tije i init i li. :- > .i.
l :l. .I; i.l i.i s -
- l. ...I i. ti. ; ;
t.t ! "l l ii.
- i. .j l ii 1* l.
i'il
.l i
- '.i i 6.
- - i .i. ..
- . .?
. I. i , .'a: .
t jl t .
- s Aph ;.i..yI. .:,. . q y i . . 1 . l l i
e
' l. 4' jl g :. .e l g.
[3 e
g
.I . . - I -
.; }. , 3 3 .I l.il . .
- s. . . _ .
,. _ h ,. i j ; 4.,_y .
h- . 'l , ;. h, . ..
.ly.l
- .,l L . _ .
- q.L 7 >. .[ l ..
- i. I . .
i, 1l i,r. e g i.
T.i .; i~l
... ... 'i.1 n. . i 3 ,;*
-i i ,
i i 1 1. l[e ..:
. , : t..
.'l. ril. I.
l -'
l l l, l . l. e ) , f. . ,.. ,-
- i. ;.
.i i. l, i .
_ m
. !, i I. l i-l:. j i. . .
. i.. .
i , .
.r. .i
. is. .
,. ji i
.g. ni
... ii.
i o .1 e, .n ,,. . i u g.a j..:
. .i.. . .
, .t ,i gg,.,g,,. p, :q.l_4 g.L _i.yi i j 1
g i
p . .' : ..
7 i.j.i , pig ,;gq; .. ..
{j j,% L
{i, -
f i m.: 'T. .
- h' :'l :D-Hl; :ii: s i.Id H, 1 I M- . , . ..
ii t. o.i, e i
.. . i.i ii .i
, g .
, . . . c i
. I ...
..e, . i, . ,.. ....
. i. ,. t . i i ,[ }s..,y. i f. .. ! .ll h
.,. . i
- j-.. --E-l 1A l i-l.,
l'
..l . J, }. !l
- l-.
- 4. p.s.'
i'
.g H, l. i l '. .. 11
-i-p- to .
J, ,.- t. . .
} -
i - . -l <- 3 l- !
.[t ,l . i l i . , .
I e .
..ge i..
ni l' .
xl-i .i
-: .. -, , .6 . .. ,
i e i .
l
'- .l.-il-l l l 1 l, *l .-
-l-i
- j. I. .. . ... . . *
'Lu -
9 l- -
.l . . . . . I..
.I ;lll .;!
t
- ill ll, I j 'l Il. .
- *
- s. . .
.i - . s.. ... a
..if.l! .te s 'A .; . i- .
a .
.::: ..r- .: q
- ,. i-
,i .
. l . ,
. 6 .
l
. ; r. .. ,, . . l
.,g
. l
..'.. * ! l
's l %, *
- I
'. ..l:1: .
A1 ~ )
. l.
.t e,
. . E. .
A$6.
- .. :;,l
- 1 (f . f' 1;6 &366110'
5 i &
. g' '
' .m'.p',
. ',. ,.e -.,,n .
t
. FRE9,0ENCY ]N HZ I
j i .
l' i.j: '.! j6, 8'- ' i ' .
. 8 8 l l
- i. l. 8., I ...'. ' -*
} , .
v.
f -
. l. -.. . . .j .. .
._.q... <. .. l . . .4.. .. .l_.. ...:.l _ _ _ _ . _
a 4. . . . . . . . . . - . ...4.. .. . _.y.. , . . .
.._*..... .+ . . . , .. .'
. p. . .. . : 4._ . . . .
...-..b_...
g j g . . . . . . .:. . . . . _ . . ...L._.... .. ,
l
. __ .. _ . _ _ - ._.. . l 4... _ . . . ,
-w- . . . _r..._ - . . . , . - . _.. . . , . _ . . _ . -_. .
}_ . .
.. - *. ]
.. ... ; -. -.g__ _ ! ..._
..._.l -
..7_ 3 1 1
,,q,,, ;,.,,,
. , . . _.i_--- , , , , , , _
. .. . . . . ~ g..-.._ -_ . ..
.- . . _ s..
g{g g .. . .
,, a . . . . .
. . .. . . , . 4 .. j . -
- g ae ....t....
. .. ..A . _ - ,
e 'i e -e .e. ..e . .p .y .+ _.. ..
,-. -l ,. f ; .
.i. _.s .
ggam -...1 .J.... .j . . , ..
l
- 3. . m, a . . . . . .. _L ._.._6. . ,.. -
g.._ . .
s ... %_. .4. p. . . . - . .g
. . . . - ..< . . . . . . .1
,t m .. . .- A . -.. . ,
-- ... . s.
... l._ _. . , . ..
gm ., s
. ... - - .. . .m,,
t .
. { ..
4_ .
. .9.. -4 m_ , .. . g .. .
g an om
. g_ . . . - - . .
p 3 ..
g.
. . , e J.
g > .. l _ . , . _ n.... g- _4._.
g - - . . . ..
ggg i . . . . ..4.... .__ -- ._ . .. .
.- 4-* ,
gi e , _ .4.._. . . . -_ . t-- * * - - - - - * -
_+,.- ..,....
_m. _,,J m J . ._ R -
.. . . . a. .. l g s f, i . ,. . . . . ... .. _. . . . . . . .. v . .
a e* gg d e. 6
, a.-...- - . . .a l
g= ....L,.....
... f.. ,.. . ._. .
,, . . .- - - g. -
.m.
< g. .
.. .p _ . . , . . . . . .. . _. .
. _ .. j
..m..
....p.... ..
.l,__ .. . . . g
__ e . ...e...._.. .., _ _ .. . ;
. . _ . . . .. - .. .w. . . . .. _ .9. _ . . , , ,
). . .
1 .. .
. . . .. . . . . . . . . . . . . . . . . . ...e.. . t 8
.,4_.... _... .t ...e.. .
. . . . 4
. .. . . . j_
._..p. ...g - . - .
_..a p_. . . .. .
..-..I,_.....
g
._a...
..u.
l.... . 4. . ._ y ,. __i--. .
E- '
--- i.
B . . .. . . . . _ _ . . . . . + , ~&..... . .J
.._.--_ t .. . . . . . p. .. ..
- 3. . .. . . ... . .. . ! .. . . . . . . _ . . ..
.y ,. . . . . . . . _ . . . . . . . . , . . . ~ ]._... ... _ , __. _. .
m a
., 3 m.
. 4. . . .
.. e.
.g
......l.. .. ._4.
. .j .. .
. . .g .
a w .c , . . . .i... .- .f.... _. ._i. 2...
. : .. ._ a. . .. .
m y g,, ~
, 6. . . .. .
A ._ W
_e w ..
,, g E u.ep go p 4..
..f_. . . . . , . . . .
.e
..J
. .. r. 9
._. . ..s 4 y a.g .
f.. . . . . . . .. ._..t. -.
- 7. .
.g. . .g Z
- . g
,w . . . . . . . _ . _ ...
g w
. . . . ...3.._-_
__-.g._ ...}~_ ._ .'
p-
.o g*
a v- -
' ._Y- .-
u ug E p. ,.Sb Z . . . .
.s .g
...._ _ l . .
.2 _ _ .1 _.. .
W
. .. ._4_-
a_ - . . - . . . . .
J as 3 . g i
.. .- ; .J .-_.-.t,.._.
..- _ 4_ 5 .. g.
.M w
.e .&, . _ .
._w_... . _. . _ _ -
i
...4.... ., R&J .
.O>3 .. _ . . . . .
.._.e..,_ . . . _ . _ - - - .-
8
_p_.--4... . gg*,
e.a gn ei
,a - - - - -
g i--. ----4--- -
--1 -
t----- - - - ..E g
. . .o. a ..
. _ .j ... .
~l' . ...
..g....
.J . . .. . .
..._..4.... . . . .
- a . . .. v. 1
. .q .
.l.. ... .f. .g O
k .J _ . . . .
.. . . . -_4..... ..
~-
.e - so ..e. -
( El
.I
. 'O
-g f.
e p>N , . . . ,
i" ~' #
- /
- e
_..yYs
.e - _. .
ie l eng 3 i -
- i. e i a. .
.e
.J ha e e* , I : e g R4 . .e . s 3C D , 4 .. . -.
N . .g . 4 .Q i ( .( .qgg a 3 -
' - ~
. . . . . .4.... _ . . . . ....J, .
.....4 .. g.
. p.4 4 ..4-_. . . _ - : . . .. . ..
I g . m 4g .. . . . .
...[.... .. _ . . . . . . . . .
' . . . .__. . L1 ..
4na .4 5 i ... m 4_
i **1..._..
-Y a I' ,,__,
. = . .
~ e , . 3.s R_. .' .q9
.'-E .W ->
i nm s .. p.
. q-
-.s. ,
- N
. =s _.
. . . . . .apu ei
.= .se ..j .
_ar ~ . C, .E. . _J _. t. ..
.. . N_ .4.._ ..
x .
.u _
1 e__. __...i .I _._ . .s_ . ,
.au O E e. q... . . ..}_._. .. ._.. ._ ) s_ . __ :_. . . . ..J 4_;. . d .. . . . . .
4 ...
.).3 a.-y] e. e _ ..
,_ _ ,..Jf*_.u
. . .. ._....,_... %Ng..,. ...
. _m. r..
. ._ ...,..!. _, _.._ .__ _ . . ~ .
4_._. -.. .... ,_w . . . . .
._.....+.. ._,.y-
, L_. _._. ._
....+.__. .
- r. .....-
'. W 3.......,._
I
- l. . 2F t *% n_ r_g_ w_7_ ---M _ _r L Pu =g' ._., _ _yD'.O'..'.."_.....
g.gg.g g.. . _..__4,--- . . _ . _ , . .
. 9 _. . ' . _ . . . . .
.___ . __._9..... _. .... 4
..4._.
4 . ._ _
._.-47 ,
_ ~ _ . .. . _ _ _ . _ _
.._ ._.s i
.. .[.._. .. 'j n _ /.9 I ._ _ . . .
+__-
. . . g g _ . . _ .p . . . ,
. . . s..... .._. .4 . _ . . _ . . . . , . _ _ . . . ... . . _ ..
._ . .u'i.._ . .a..
_p....__._
.4. . . . . .
~ . . . .
. . .. .jg. ..
____ _ _ . . ... .4 ..
..._.l'.. . . . . . . _ . . . _. .
c.. ...t..,_.. f . . , . . .. . - . . .- _ . i. 8
.. . . . .. ... ' . . - . .i. . . .b. +
..I.. . ... . , . . ..,,.t
.= .l.g . ... g .e . .i.- . . . , . .. . . , , . g .
i . 3 _. ... .... .b ._. , . .; . . , . ..... ....4.,.. ... . . , ..
W #f
. t t g .
- 3. .
... _t. .
.[ . ;- -
........_e J. >..
. . g'.. . . . , . . _ . ..
. . . . .n . . . . . . .a..
f ...A. e.
. . . . - . t.
..g.._..
.. j
. e. . . _
g i , g . .
. . p. . . __ _.., .
a
-s . . . . . , . . . . . .. 6 . . . _
g e ..d . ...k
. 6 . .. . .....}_... .. }a, ., e
. ~ ..
I . a . . . .- . . . . .
.) . '....
.-. . i
.3 _.
I
- k. .
. . . . . .u ..
t
, . .,i .
. . .s .
I' ...., . _,
. . . . .. . .. . . . . . .. .. .6' g ..
..& . . . , . 6 ..
..._,4
. j .. ... . .-.
- 9 p.... ...q.,._. .. . . . . . . . ...
OE . .g . - g . _ .
.g .$.. a . _
.T. . . . .._.e- . . . ._1. <.
- .=
k... ... .. , l a
....e.... ..
...L_... -.. g .:._ ,. .
3 -
._. j . ;. ... 4
.4. . - . - -
, ..p .. . .... .. ._
... . p .. .
.V . . . . . . . _ . _ . . .
l
. , . . ._m,.a *f _.4., ._ . - A.... .
l .,j... .g.
. . w$ .*E'
, g E 4 . . 8.g. a ;.'... . 4 ,J., ..,p.. . .. . . .
.e .k O*
. . . . . _ . _ . . . 6} e . ... .a ..
s.,1 m..d
.o y . , . . _ . . .. s -, .
S. h E >O ' l ..
. _ . . - f .j. ..
e g.
. . go e . . . .
, 4. . .. . . ., !.. .
c' s
.r . .,.
.g
. , . . . g. .. .q.o
.i ,...,
.n.
o e,. .J... . . .
...,a a:
i l . s . _ . , . ,_- . .: ,_.. .,_ a g.; .i.. .. u.. ___,. u- , {__ . - . n_...
- u. . .,g s..
. - . _ . . _ . - i 1 . _ . _
. . . . . . t-- i ._... ...
.. J
. .2.....
- a. -.
.7.. ,
~_
... a. .. .. ... ... ,_ . _._ _
5 .
...a. ._. .
.E......
_ _- _ ._ ~ ' ' . u.a n
- e. .
. . . . . . . + .. .. ..
mi . . . . u a... . . . .. _ _ . .. . _ .__ _a. _. a. . _ . . _ _ . . , _ _
.. ~_ -.4-.. __._. ._ ___ _.
g_. a .cm _ ._ _ _ , . - .. .. .. . . . 5 Q .r
... 5. . . .j.. ....y _. - -
....._-- r
~ -
a _ .. ... se
.Z._.
-~~8 _ e . , . _ . . . . _ _ . . . . . . . . . _ ,
. . ..s . . _ .
..a:
.1 _ _ . . . .
. . _ _ _ 1 . .T .
E._ ..
... . .t . . ._ ..
._ . i ......
_.....4,.. M m u.
.-.I .. .. . , . . .
.,...M.. . .
4s4 er, e 4 44. .. .. _ . .
.__,.9.....
.u_ ..
.)
oo p . . . ...l.._. . . . , . . ..
. - . - ..._. , a.
O B.to a WI i .
.. . Q .. ... ._..;,. .-i.. ..
_s e2 a .
.i...
[..._. 7.. s .
. _.. _._ 4. . . . 4 ..... ..
.g.
.J %e j ', . 4. _. - . . .
' . . --g l..
3.. - .. .. s=e J
. , . . . . . .. .4-.,
- - 9. . -
3 .. ,. I.~
...t.. 6..--_. . . . -
4aJ I . _ _ . . . . . .
.w N_ ..
..r. . ..._.p._ J. . _ -
- 4. .. ..
g 8 >E 3= 4r $ _L-
. I .. . . ..
..9.. . ._".'.l<_..
. - 4.. - 4 . . g e .=
"*j1
** e . . . _ . .
-._.] .. . ._k. * . .. l . . . . _ .
.. --. .__.:....._.J. ... !
.L. __.L. _ . . . . _ .4
. _- p__... .....i e
di . . . . 1 . ..._.1,. 1 ..
.. . . g
'D . . . . .. ._o_ _ .. 1 ---. .e _.__(.- , . .
EM 1
- . . . . . ..L_.. -
.{. . . . _ . . . .
_ _ r .
.. g ._=O Gd...
_ . ._ j._ _._ . .
~
. 6 .....
. _ ..._ .q O . . . . w.. ._. .
t . . . . __ j - . .. ,v .
. . _ _4 . .. - .
..L __.
, . ,u .
. _.f... ...-..L. .
=G.
...1.... . _ _ . . _ ..___1. ..
and . . . . . .L . . J . E .W* . . . . . . ., 3.~.4_ 6 .
-. ._. .....r . .. - ,
. ,e L . %.
.. , t .
E . oO &.. . .. - .
,. p
. ._~, 4 . . . , . . . ,.m .
.,.,,.7.,:.
O .. !
. 9 .,.p . - . . . . ..-
ieg4 4 L. _ , , , . _ .- .e, .
- - p,_ .
..E tra .g.. .
.,.. -* 1 q. _ . T ., .
.4.,
. g . e, g g. ...g,, ....L -
e>
. . s4 p__ _..
- ' - .. ;. a f_a .
. 4.a m. . . > . ..
- .i
,8:l.,
2 1 ' -- a6 er - - - . ' --- .
- - * *- - - -- t
. 9 ,, ..r
..g C. .. t L, ; p .-
__. . '.e4.. _4 _. n J q -. i L,.-_.....;. .4 0 .>, .. ._,_-_ 4.g._..u... ,.+ .
- a. L.e, +. au., . _ y.Ig . ..
. y ., g .;.p..
. a -
g.._ m..
.,., . .u . . . , ,: .~
.3
., [ . _ . . . .
_ . . . . . . _ _ . . . , . a. .
._ 4. 4 1 I
=,
.q. .
..l . . , .
..-.6.._.. , . ,
r .
'_.d., . , .,_. .n
._....4,._. b. 3i
- 9. .. ....... ,
v.. . . , . ,
.. p .._ y. p,. - n . T...._i. ,.
4 . .i .- _ . r..._ _.9..
.a......
. .BS. I~'... -. 21B,.D..., 20,0
. .v.
. m j , IIS.S . ., m.i,,.
.g.
B3
.2 . _. _ .
.._.,.. . [ _. 2
...: , 118.,fL,.n g._ gg.3 ... . .. ._.....
.p _.-. .
y , . . .._.,,.
%_7 _ .y..J. .
. .; i
. .. . . . . ., a _. . . ..:. 4 4
._ q a. ,
.__ _-.._.. L.... .._. .
. . . . . ~,_. , . . ..
.c,
., .., .q. . . _ .. .. .. . .. . , . . . . . . . .. . . . .
. . . . j _... .
.].. ,
. . _ . . .. . .. . j .. . . , ; .
.. 4 .. A.. ...a. ..a.,.. ._. , _ ..
.g.._ . . ._ . . . .
.n .. .
_ . , _ , .,. 9
.,4.~_.
1...
...4._-..
=-4
_ r _. . . ._. l ._ . . .. ,. .
. . . q -_ . _
- p. . 4
_ . _} _.
...-,6..... . . . . . . . , _-
, ._. .J._... . .+. t.
. . .._ ..J._ .... e
' ..-.w-_ ~..=-. ..___ .
..4...-
_._.i,,_.4w..._ 'EsD8 * = ..' . .
eel- 427 Item ( ) QUALIFICATION stb 9 TART OF EQUIPMENT ) i I. Plant Name: 330REEAPI Tyge_: 1
- 1. Utility: LII40 FtB i
- 2. N888: GE 3. A/E: Stone & Webster BWE 4 MKII SP ent Fuel and Control Rod Storage Racks II. Component Name
- 1. Scope: [ ] N888 [$ BOP
- 2. Vendor and Model Number UST & D Design Quantity:29 (-22) , 1(-23) , 2(-24)
Services, Inc. 1F16*RAK-22, 1F16*RAK-23 & 1F16*RAK-24
- 3. S/W Hark Nos: 1 l
1 I l
- 4. If the component is a cabinet or panel, name and model No. of the l devices included: N/A ,
O )
- 5. Physical Description s. Appearance rectangular rack which supports rectangular verticle tubes
- b. Dimensions 71" x 71" x 169"H(Maxh. Weight 15,400 lbs. (max) (dry-empty) 80,900 lbs. (max) (dry-full)
- 6. Location: Building SC Elevation 137 ft.
- 7. Field Mounting Conditions [ ] Bolt (No. . Size )
[ ] Weld (Length ) [x] legs of racks rest on adapter pads which are bolted to the embedments
- 4. a. System in which located: Fuel Storage System
- b. Functional
Description:
Store spent fuel and control rods
- c. Is the equipment required for [] Not Standby [ ]Colc. Shutdown
[, 3 Both [r] Neither
- 9. Per'inent Kaference Design Specifications: SH1-427 O
v -
531- 427 Itam ( )
) j III. - 2euiseent Avgilable for Inspection in the plant: [y]Yes [ ]No IV. *=i-t Qualification Method:
[] Test [x] Analysis [ ] Combinatioa of Test and Analysis qualification Report *: LIL-T-297 Rev. 1 (No. Title and Date) Spent Fuel and Control Rod Storage Racks, June 1982 Company that Prepared Report: UST & D Design Services 3Inc. Company that Reviewed Report: Stone & Webster , V. Vibration Input Required:
- 1. Loads considered: a. [] Seismic only
- b. [ ] Nydrodynamic only
- c. [x] Combination of (a) and (b)
- 2. Meth N of CombininS RRS: [ ] Absolute Sum [] SRSS [y1 ** (see note)
(other, specify) Required Response Spectra (attach the graphs): N/A 3.
- 4. Damping Corresponding to RRS: Upset N/A Faulted N/A
~
- 5. Required Acceleration in Each Direction:[]ZPA [X] Other ** (see note)
(specify) Upset N/A F/R = N/A V= N/A S/S = N/A F/R = N/A V= N/A Faulted S/S = ! 6. Were fatigue effects or other vibration loads considered? []Yes [X] No e applicable If yes, describe loads considered and how they were treated in overall qualification program: not required by IEEE-344-1975 l l l l
- NOTE: If more than one report, compiarte items IV through VII for each report.
** NOTE: The acceleration input used for the calculation of LOCA loads, SRV loads and seismic loads was in the form of acceleration time histories which were l supplied to the vendor.
l 2-
SE1-427 Item ( )
/O
'q yVII. If Qualification by Analysis, then casolete
- 1. Method of Analysis:
[ ] Static Analysis (X] Equivalent static Analysis [X] Dynamic Analysis: [X Time-Bistory [ ] Response Spectrum ( o obtain horizontal loads)
- 2. Natural Frequencies ta Each Direction (Side / Side, Front /Back, Vertical): N/A 5/8 = F/B = V=
- 3. model rr,e []= '
[]m [ ]1D (]FiniteElement (] Beam h]ClosedFornSolution
- 4. [X] Computer Codes: Load determined by Comp. Prog. " RACK 0E" Frequency Range and No. of modes considered: N/A
, [X]EandCalculations
- 5. Nethod of Combining Dynamic Responses: [. ) Absolute Sun (X 38288(3 dimensional) ispatial) ""j0ther:
(specify) Sa. Input 3-level: Upset IN/A time historv used V .5 g's_for seismic only Loads determine by dynamic analysis, vencor report Lu.- A-co nev. A abl eportFaulted EN/A time history used Y .5 g's for seismic only
- 6. Dampias: Upset 4% Faultad 6% Basis for the damping used fluid- coupline
- 7. Support Considerations in the models same as service conditions S. Critical Structural Elements: .
A. Governing Load Service Totsi Stre50 Identification Location or Response Level Stress Allow PIN PAD Seismic UPSET 97.2 KSI 106.5 KSI B. Maximus Allowable Deflection Nazimum Critical to Assure Functional Deflection Location , __Operabil,fjy N/A
' 3.-
..i..,
',, ., s . .
- I E -
- r. .v r inn 9s_ l Itse ( l) anar.IFICnIeu etter.wr w mourretarr
- 1. FIset Baneg NMEg g:
- 1. Utility: - LY " MIE i
- 2. 53S5: CI 3.- A/I: 8 tone & Webster WI 4 ELII II. Carrecoot Yme 480V DfER.SUGR.5DS - 111, 112, 113
- 1. Scope [ ] EDSC [1] BOP
- 2. Vendor stA Ifodel Ikzb2rt. ITE Teperial Corp, Type VD-9 Quantity: 3
-n
- 3. S/W Hm k Ecs: 1R23*SVG-111, -112, -113
~
9
- 4. If the ec=pm, cat is a cabitat er pawl, wraa 4M risdel Fo. cf the !
devices incit.ded: 1E439-101. -102. --103 & See attached table _ l l
- 5. thyoient Description a. Appc$rance Enclosed _1n floor cahim>t (floor sarmted'. l 2800 1.BS. SWCE. )
- b. Dimematoc.s 68"li x 156"Lg x 90"Il c. Usight _81]s _TJss._ Transfor= r '
- 6. Lccation: Ballding CB Elevation , 25 F_t.
- 7. Field Musting Cer:ditions [ 3 3 knit (To. , Size )
i [ ] %:14 (Ie:,;tla ) (.] Not available for inspection until deenergized.
- 8. a. Syntaus in tAich located: 4'0 B V Emergency Pcuor
- b. Functional
Description:
Supplies 480 V Energency Power to 480 v Esergency __
- c. Is the equileiat rarguired for [] Eat StaaAny [ 3 Cold Shtstdor2
[I3Seth [ ] reither
- 9. Pertiment Refsrence Design Specifications: Sill-95 w ,
. i
- 821- 95
< Itas (1 III. Is Equipesat Available for Invpec*W in the plant: []Yes []h t
IV. Equiv.sut Qualificatioe_htbod: [1, 3 Test [ ] Analysis [ ]Cosbinatic.a of Test and Analysis t)ulification Raport*: _ Seismic Certification Rroort for Class IE Electrical I. . (No. Title and Deta) 33-48359, April 27,1976 Company that Frepared Report: _ I-T-E int >erf al Corp. Cot 9pany that Faviewed Report: _I-T-E Irporia1 Corp. V. 71braties Irm t Enquired:
- 1. Ioads coesidered: a. [X] Solmule oesly
- b. [ ] I2ydrodyna31c caly
- c. [ ] Cwhinatics of (a) ard (b) e 2.
h ttEd of Canbining F23: [ ] Absoltte Sm [] C2s [hg (othne,sqncity)_
- 3. Required F.asponse Spectra (attach the graphs): ,_ye,
- 4. Despieg Correspor4ing te 203: Upset __ Te,1ted 17 _
5. Regaired Acceleration in Each Directicos[x]!PA [30 thor __ (CI4cify) 4 set 8/8 = ___ F/B = Y= __ Fac1ted S/g = 0,5 s. F/B = _0 5 s, V = _ .3'5 o 6. Wre fatigue effects or other vibrattua loads ccc.nideredt E] re. E ]so If yes, describe qualification loads considered and how they were treated in overall progree: To the extent teoufre by IFFE-% 4- 10 M 1
*m: rr r. taa. .o. m ,crt, c. ,i.e. re xv threues vrr for .ach n p rt.
.2-a w --
i 1
. E u er. Sw e. W37 o e- c e s > c3 l IQI* 95 _
l i Item (1 ) VI. If Opalifiention by Test, them hlets*:
- 1. (]StagleFrapaeacy h]19siti-Frequascy [X]rmedem t 3.n. s e 4
r)
- 3. [ ] sa.1. ami. .
[x ] m2ti-4 i.
- 3. Bo. of qualification Tests: Dyeet 5 y Ited 1 Other 1 (specify) ]
- 4. Frugacacy Razge: 1 - 50 Hz _ l
.i
- 5. Natsrsl Frequencies in Inch Directica ($fda/ Side, Froott/Back, Vertical):
3/8 m 4.T 51r F/B . 6.0 tiz y- 4 5 nz
- 6. E the.d of h ts m iming Eatmes Frog.wecies
[x] lab fast [ ]In-sita Tect [ ] Asulysis
- 7. 123 e:rMLA5 R"l3 v41aa Balti-Fro;:eccy Test [I] Yes.(Attach II:3 a:,4 Id grk2hn)
[ ]Nec an11 cable
. 8. Itpst 6-lem1 Teot: Upset 3/3 a _ F/3 = , ya sr Festited 8/A = l_6 F/3 = ll T y= . l.T
- 9. it.Lorstery'Howstias:
[]BeltOfo. . stas _) [ ]Lbld (Lessth J[x ] service wun_tca
- 10. Fusrtioast werability verified: [X) Yea [ ] No [ ] Not A;ylic.:ble
- 11. Test Resalts incitadias rulif,1catione ands: _ & cts thr- Sner reauire ents withnret ermifflentfrm - -
- 12. Other test perfermed (sucta as agias er fragility test. incle.lir.s resalts):
l None ._ 1 l *WOTE: If gsalification by a ceabinate et test and annivaia, also complate Itma VII. l l l l
; l l .a wuse::= _
* , . : . . ; , v ewwm v 1-7-E 5. 0. M. . 33-46359
. . , s e s , r y c er. . r e;.c rt .
, m ,6-3, p as nw {21. Page29 Of 'I SIII-95 Itera O) 10 , ,a w a ,-s. e +-- . ,_ . . --3_:
; Mi u-a >- :
, .t t
'.f--.
,? * ' ^-; 4--g- ,, -. *i=e-= e ,W ' 4 l as-I - * ,
.-* FT* Wv ' * * - -
'C",.',, .' -
, 3' 9.........a-
.y,. .,., . . . .. .
,, fT1
-.. y---a rt ;;- T r--TI k. . Y b . , ,
... .v.. . ., .1 rb ij's r ..
.;;;q,g.q
.3 7.0 y _g}i*y*.,, , ; p.g.pp_p,.;-i; v- gtiv i.,,-7:.;.Iq7_g:.y q_q.,.. ;; . .
a 1 m rTr ., . u_ ._=:w__. . - - . _ - _ _ _ _ . . . . . . _ . ...e.-
-% _ti d, . .+_ -~
- : 2- ~_ :'i.~ . __
f_--n,- 4 __ :n:O=diiEi:~-Ed3_ - _ . - . . M_E( .-..-
.W- ::g ..3:M ,e -? ,-m y,__j g- '_ _-t. _r. c. :a . O..r. :.i
_ = r ,.__ -W
.0
~ u ., -. -..- _:_s.._=., - - - -
a w *- ::
- p. ;s ,,;_ ..p'-
.-.- - .._.t, . . . - ,,-.-
..~.t- - ,v .- -<-..e.- -4 es 1,i i ,
r.1 -s. . , nave
, r rr-Tr.,r tr-r w,1. l ,.-. ' -t ,r r.-- 4 . .
- t. .
- r. . .
- r-tym-- -
... e
- *ri . . "..- -: .:- 4* m.;::- .-.-
r en : ri 3.0 p.:: -=.= r.=.=,.. = .= :1 r ; . .. m; 1:. .n.J._-_* .;= _ r 9 t.:.n.. . ..s _e -: ._; .
.y:=.=r :. _.:., -:q7-. _ , . --.m.-: -.~:
.w,4. :.*
9 .:=* _..:::* ,_- _-- t-l_h_. lwf.P. 2 :=. 7.=.- -
.4- . - . -
._._,2_.- , -
g
. $, .a. _ J , ,.:. .; _-- ;;;- _-- ;,- c;;=,. _..__ . _g-- +,. ,.: ;- _ _ ,. ..
a 2,0 - 4
- w. .,,,- -
.-4_-
o ,
,- _ . _ _... . p. 4 - , . -
5r4-..S+
- r. . .c-~- ,~. .+r0 - -- c .3_- < b,%_ : ,
-,- -+
. .J r *-- <
t..s A
- 3. p tierr. r- -
g - -j t w -W 4.x-
-rv
.... , . . e "8t.. ,Tr 4 . . . -d-m-- l:-i r --"-t m, P r .ir< -314 ;f r vr ?,t ve- .-i.-:-t- ,
I 7. r-- r. t H' 1.-.. j.-... ;m g.".... . . ..:TTTT
*- 4 r- .... . . i :_v . ......(-t t 1. . . . . ,,." T l' "a,,g,. : ....i,-- .u --l .. -i..:
. d t *Ti .
- ,. r:57 .
r.. 'ar' T .
. - ; ; . 6.i . : . . g T- *T i.' ir ..j._.,. p. . .-: .1 . --
.. - ~ . ' .+ .. -.4*.--
..._ .i y-q 4.....oi.... r.. .....i.
. 39 9".T. - f .
f
-6 6-e e6 .r' 9 .6....
1~. ....- iii r
......f t,. . i . . . ::
,' iTti .. L. " l.1-_ ' 2.TT Titir..n... _. . T "TUrri' ._.j.- :
.i. T +~~ - -. . n l :. -
.O ..i . .
W- -* -u- - _*-- -..-
- -'_i __ s
^ r- *- t * .v,a.rr-t-. '. m, 2-+ ,+ -i ._
; 1-u-. - +-: --4. .H-w. , - -- .
2 -+ . ' . 4" .', t-W4rW.' %. -i -h. ~ _ ~ - - - E --i. - H _ o... ~ y'- M M :',.M.__._i.
., -H i- -j.. : ,h ' ' 'W -
; r . . . .e.' . i ; r,._
% -W H-i --
ar.sv ~r*s,. t
" = m i .... . . ;;..Ti -nri; .....rd.d. . . .rr- . . :.: . . 1. .-t. ."h" I r . w.c pg. .n.t;tn ; m . -t . . j . . --
w _ -- _ . __ :. : . :-- : =:-.=ct .-- r. c . ggs gg p W 1,E ' v i&&&- a; , _... _ ;-']?. iU= == ==~. . .=5--i~s:;5t==&: f=?=.=== q,: 3L 53,
., ,s _=. :: .w - - ,,-- .
c .: ,. u. .
.._:a>- ._ : : _:=_._ _ _ -_: ..%-^**-**--- . -* 4. . _.2-. - .~-- . .. ,
- n. . . _- -- - m =, v-,fE'_-~ ,~._._t,._. _ . . ---
--,_4.. - .
.,o<
-- 1 . i --4--
--Ji *T--~
-*-- - O- .'. - - .- - '
.4?f*".hfi Tr i ,, ., .r ,.,, -- ve -- u. .,tt-*-i WW l
3 ~ : r. r-* . "'[5 .t :.v'. i t 8: i_' N -g .- ._.
'c .
M.. -a. --.
.3 , _ .- --
- % --W iu , r a e.
t ;li-b + r l --i . .-- .* 4 ._ -- -F- - -- rG p e -
=-- :::-. =1=CI.=.J.-.. g ; __.._-4 ++ m ..; mn.: . . . . ....:...___.__-_._-- ^.ll.- - - ._._..._..__..r: .71-*-. -J
-r_..- **--4J---_- ALT ,- * -
,g --~ !7 '- - *
=2!:*-*."-t-'- -
]-- - -_ __ - _ .g ; -- -~ ~- ! r .-*: . ** *: -
. A-- : ;
o g-----. b-
- ~ ,.a_I_::t -- -
w ._ J-- !
- -"L_ _ ._h".
+ -
..-_p-...
.. ._ = c.:
.--_,-.'s, , - y3 3- : ._--r.--
i1 . :*_ a -. U - % -- - , . - _--a..-.-..
.,',t
.ig 0. -
4 W--
;. < c+
. , - . * - ,..-. , , 4-e ,
e i
"t-* ..<* . ..
- . 7-- I j v = . , , eTT'
- 4 ?. t et 1. T*I-d. . *M*'>'""*"**.
1 , .
" T*-'T' 7"[ti f
--.,g*
1-'~* .
~ si1 %
* . '
- d. . f -t -"
,r- tF'. .:
...i-
. ..i rT*i.*E... ,777..a .-- .., Or ECD.& DBt 'd.TT . . r. i?: , . P:"-t-*)
is- Tr.r
'j.*i-6 .. .t
, .-i ,' . . ..
. . .,. . ; . .if . . . ~t
=6 1,.,. Dr= ping -
bTri nt--- n..
.m in. c b
... , _1,...........n,..
, _.r.,...,.
. . . :r i . . . n
. n . .-.. %. ,% , . ...
.- . '" '"" l 0.1 M, r !,',..,....--
' 7". '
' 'i"""" ""'""'"'"M,,.' -__'
. . ,' l
).pAA ,. a. 7.'
e 4 He dLia-F+.fi rI W. H +P -A1:. --- SPECTRUM _ DESCRIPTION - ,.+.2:s"g.,. t . . :di- -
.07 :pm...t.rtt . < ir. :- r. :. . r
,r b. ir-,_..~.. . .+- .:..:
- -,..m-._ - -
ota a t : root to ac art ci. . . d-w g solid Curve, a RRS, curve A of test 2
~- .j 3
- m.__t, == _.e. _::
'D HTL 1 .- . w . to Ism, . ..
TRS, analyzed at. 1/3 3? C#'t. .T :'p'.
,r - Point Curve , : .
--.w.
%m--.m-+ - -
octave freque.ncies o.y g:_c t
.03 " , . .. _.:: =.t--"".: aJ: . "= :-
Korz. Cont. Accelcroseter. . ; .cr -
= -
253:==h=- _ .
- t. *,- --+ + Dar. in.- : 1% *
'. ~_~:W_.:.
~ " - ~ '
- .n::
.02 '~ '.m g F.S. Accel. : 10 g's, Peak j ,y_g w - - - '9. I - ~. . s.e
. ._. .? - .-:
. -6 .4 ...; - . _ _- t--tm. - ; .- .
, .4 . . .
q 4.. : .~.
+ T'M.; W.!l..o.;;! i -ir- :i t+i hrd
- f. r..,I'j~,*1TT Cri :- Tri : r . . ,.: .
'--+H ; , ..a
--'i;
5- I hi # .r Ti ; 'T"; D i i i ei T,_t.i. o ..e.....,........r.... ..
.ot iiii..m
- 2. c_tm r. r 1 t_r. : i a . . i ,
. a . ._r e....a r: m.n__nam. s a y a s to _
r.r r . a a
. . . . r.m. r o e
" 3 a a e 3. e e so . s__ a a 0.3 1.0 10.0 Trcquenc.y (M-) ._ . . .- ..- - - - -
' ^
,[ CoCPerisen of Shorehat Nuricar Pover s atien gMt 3 ge7 2, y3g g
i . to the 75/V RRS and TRS of the L.V Ty;:e "ested S ;;;. Speci=en
. Figu:e 1
{ . ,\
na. 42f 6i 'i, p tp n: .122. , re a : so; i.: SH1-95 Iteci (1) 10 ---...,_ r .4 w e4 m - > --- u ,_ g . - .--
- _. . . . s . .
.>u . -- ., .g a__.,..
1.. 3_._. 2-rw.n-4 -E -i--- r ,---i -- 7.0 4.2.;_;q;g ,. ,;; 3..;,
,; , r --+- +iqir- i- . ,4 q .__,g ,;_ "3__--i.__.--' ,_4
. _ ._ . _ _ . .v.: : _.
. ... .=1.-__..__...__...=
e
=... _ .m. _ = _ -.... ._ ;: n.. _::; .. .: :._ =~.. .__. - __ ._ _ : _. =. . =. . = =.. .__'....:..=.__
- : : ._.- _=- ~ . - . _ ::.= .__._.:. .::- .. .
- .::.=*.. :.
- =
- ^^-_ . - - n . - . - - . _ . -
4.0 '- G __* _- *- __u _-- .. _-- ,- .
.-a+. ,- ..
n.-._p_ h. :.. _. _..p--_p
,,u ,
. r, -
._-, .. .+.
.......__4_. .
.3 = 0 - -
-:n . . : _ . _ = b. J:
.+ .:. : _.i ==
-. - -4_ _ ;
___-a----~= - n
- __.
. . . - __ . = : _: .:
_ ,=:--*-- .=. _.,..r.--.::
- _ .. -._r .- : =. -_
- ___.. _=_:._ .::--- =: r. ; . -
u ,. _.... ..... .. _ 2.0 .-. 3 ._ _. .
. ,_ s u.w*'. r. .. . .._ 4._a.4 :,..,--
....wh_,..
,.y .
w&d*12-r-y y ~" t
., ,,479,. _ ; .
- - p - .
7t,-i
-c. r;Tr
. a--. i-- r . -
4
;r.i. .
---+'--C..,2--
--- - 4 .-,-:----
..:r. .j r r.i ,.de n.,
-h- - 2-
. i . ~ . ; . . ,. . - _ - + . . _ .A.-.._i -
. . . _e- . - .. - .: .
.. ,i .
, . . . . .r. in.__v ,..I .,. .. .l.i... . ,. , -.. ..8
. . . . .... i . . _ .. . . . .
1.0 -,.__.
, ....9 . . ,_ .J_. . _ , _ _ _ -... . _~ _ ... RRS n Dae4. s r ..,. -
a :.-.
.e ..q wg.-: ,,: .-
Ei_. g3 w . , f'44___- -~+ h. e 0.7 j.,. %.- :; . + t*.. 1,,,,- x. .,~.-
- --- - - ~
_ -. . . _ -x.g- . _ + .- ---
.r , , , ,-
. . , , , . . . , , . .,,u,- . , ;' ' ' _ _ ri_Ag
-n r ;k. . .....- ,: ..
_g, . r- -
..___.__-i. 3-w :=d 2 :t la._.-E, I g_f 7._ .. - __..I 4EE mi: ......d - -
- -- --- - r.: i..; g . ..: .
8 w-
.__e_
.i
=f.
L. ,._-._
- p._
_../._..-,,..__.-h.6
-- g_.,6_p,.
. ... .. .._,-..r.-AN 0
- f, g
4---.',==...._ .- .- M 4< -
- .' ,...,,A~ m 4 a .=. d. -E-. -
m c.
. ire r.
- -t .--- .![*. 1, ' i; - -
; ~ _e..s ,. yi
..-v .; - , ,
M_- . ;';a-?
-[.22 .' g-I 6_ -
'l.+.-4-= : 03t p. -- - . . . .
I p ,,! U v .-
.4
. ._n-:.........----
.=.:=::::::: :. :=_ .
a =.-
,.e m .4-:._m:.. _.__ _ - -
. .c . _ _ =
-- i._...
y s .. ._
. . . _~ . , __- .-___._..._
, -- - - - = - -
sO
.c <. 0.2i s.-.t...,_, .-
-.4-
- _ - .._. i G .
u-
. .. ., ,. " ,..m
. - - -i;- M i: .
- --r--*. . 2-e . ,EO Ti2Ontal TeEE
- - - --4..--.--.-,--
r:m 1 .... 4-. . . 4ia Oi. 3 ;,f i it 8.44-t-- '* 15 U"*E US I i !' . ;!*: 8--M-- r-M. . M* ; vrrr--t . . . . . ... i .7-'-'"t,,.,,.,.......~.--
-ri-w .1 .
. .Ti ; a . .
is -r . .
. -v. . , . . --- - . . y ,..q. ;.:t
, . Y=. f., gee
. 2.t a;.is. gg.i , . f" ..-
. T-p* ..r:
. s e
- g , .1 _! ) _), 3J+l.g. u.. . ::t" .. # ,3 . - -e O.1 e?.
e ,,
~
v.y, hT* %
^.
.-.u.=.e.A d
g
*"+ SPECTRUM DESCP.I? TION Y+ - U ,~ 4-.-Z. d._.
.07 tTTir-@ q. n- at:- +p u .c -- ;
hie =_ ,2.:.. Randon Ir.put : Front to Back/ Vertical. ed hp !
- RR5. curve A of test EE- r_+:.:.-
~_ %_~* ,. - -'. _ , g Solid Cutve '
.04 1 -*d Program. .
pp+; -iif. .:.;
- TRS, analyzed at 1/3 M -e n;; Point Curve U , 7. M_. .:
~ = ,_,T-" ...-.
octave frc:;ue .cies %y
-- 1
.C3 -+...._,'_..m:-
e --t
- e :. _ _ . . __.-:-
s-= E[
~ -
Vert. Ccnr. Acce'.eroteter. :r_-m- . ._ :. _. . :. .:
. a._.,i - - .
1%
.- T . Damping
-.-*:L
., -. _ _.r.:..... c. : .:..
.02 -- -
,- -. T.S. Accel : 19 g.s s S. e a.ts - - -a 6._ - l- ,._..
1 i
, oc 4 ,
,.4,-,.-. H. ..,.
g _ H.4 , p . . ..s-~.. . : . - . :.. -_
- sH- - .'
t #p8.i..g 1-2-
- a _ E. .'
r
.. %... . i r- - .. -.---: t--i. --- -
+,4. *
* *.._ i* :
- p:... .-
.01 -W.g% .11.
1 n trh;I,.'.I3.,..' 4. ,,1. .,1 ..i.-a
.4
_. .E! i! .I. 8. .3: r_Q,m J" 4...I~'.;. ,.l. .: n _. I,ro h,i , . . . it 1. W. . .... ..., L*
.......J,- .
.g m . . . .... '. . .3 s > . . . . . . . . .
0.3 1.0 10.0 Freruency (il:)
. Cc=p$isenofShorehamNu:'ie:r?cverT.txtienUni: 1 Ver:. DEE t
to the 77dV RRS a .d TR$ of the 1..Y. Type 7ested. $.gr. Speri _c . I FSEure 2 4
'.lus a
g h . Seismic Certiffr.ation Report Table Seismic Evaluation of Cicergency Subd. 1-7-E S.D. 33-48359 (1-T-E 8.0. 33-48359 Iters A) Page 17 of 41 i Device Documentation Dev' fee Cogeents 5/M Reference Reqd pg, Device Device Model or Accelerorteters ACC"I* Tast Report
*I Cert.
g, Description Catalog Nunber a ga Referew e No. AI.I .1
- certiffeation Notes tio.-Dir. Anp Level Iaval KU-3 .2V 2.4V Power
- 4,1
.3H R-09402 2.4H Certified 3 Trennformer 151-44-16033
- .2V ~1.5V 4.2
.3M R-09399 1.5H Certified 7 Cell Switch 271287-T2 .
K16005 ,- - .2V .1.5V T' g
- Circutt
' . 3 11 R-09399 1 1 . 511 4.2 9 nrenkiir C1535-7773-344
. .2V '1.5V
.r3 C!rcutt K1600S -
4.2
' . 311 R-09399 1.5H ,
Certified 10 11reaker C1535 _ _ __-7773-144 1.5V Circuit K6005 - - .2V il.5g Certified 4 . 2 __ _ 12 Ilre.sk er CL525-7773-351 . 3 11 R-09399 Cirenft K6005 - - , .2V l 1. 5V
. 3 11 R-09399 1.5H Certified 4.2 14 erenker cts 25-7773 '331
.2V '1.5V Clrentt K600S - -
I' w-cotoo '1.53 CerLilled 4.2 15 neenker r'1523-3003-341 _ . 3 H _ __.
.2V 1.5V CJ rcuJ t KC005 - -
1.5H ', Cortified 4.2
, C1525-C000-342 .3R R-09399 16 Drenker -
T4E 6V 2.9 .5SV 3.5V A.C'. Voltwater 875102120 9H 2.7 . B0tt 3.511 Certified 4.4 23 _ R-09161-CC voltmeter C77 1-T-E 6V 2.9 .55V 5.0V 1,{ R-C9161-C0 5.0H i Certified 4.2 24 Switch 2002-6642-3053 9 11
. 8 011 __
C 7 7 I-T-E 6V 2.9 .58V 5.0V ACil Control 5.0H 4.2 l 25 Swttch 4216-1661-0C02 9tt 2.7 l
. 8C11 g_o9161 C0 Certiffed j ,
.2V 1.SV .
Cutrea Tle 2 - l,- , . 31! l 9-09399 ,1.59 Ccr- 1 !Ict! 4.2 n ...,r, _ . , . f %. ,_7n c3
.. . u.u_ _ .
. f. . . .'
} , ,
W . Table
- Setemic Certification Report Setsmic Evaluation of Emergency Swbd. I-T-E 5.0. 3345359 (I-T-E S.O. 33-48359, Item A) Page 18 of 41 5/M Reference Raqd.
Device Documentation Device Comments Pe. Device Device Model.or Accelererreters Accel. Catalog Norr.ber Tost Report Av.a,il . Cert. No. Description g.i . ,. No.-Dir. Amp L2 vel Reference No. [t-nyal Certification ' Notes
.2V Potential PT-6 I-T-E , 1.5V 33 Traneformer 400765-K3
- - . 3 11 R-0*)399 :2. 51t certified '4.7 6V 2.9 .58V CE Ltr. 1.5V Overcurrent Relay 121AC53A802 9 11 2.7 .80}l Dated 9/10/75 5.011 Certified -
J 34 - ~ I
'6V 2.9 .551 ~ ~
Synr.hronism .94V
- 35 Retsy 12IJs5201A l 9}l 2.7 . 0 011 n-oq1m -r 1.30!I , certified -
Titre Delay Ac 6V 2.9 I.537 1 3.6V i I 36 , Relay 7024PA (7000) 23H 3.3 I.993 R-09161-A/ ! 5 . 0 11 Certified 4.5 i Auxiliary 6V 2.9 . 5 8*J 3.6V ' l 39 Relay 12IIEA518235 9 11 2.7 . 80!! R-09161-c 5.011 certified . 4.6 CE 1.tr. Auxiliary 6V 2.9 .557 2.0V
'40 Relay. 1211CA11A52r 9 11 2.7 . 80!! Dated 7/29/75 1.On Certified _
l ( _T.ilIS
.. SPACE NOT LTS m Cerr.i f ted '
.2V 2.4V .
46 Cable Lug , YA29A-2HTit - _" 3II R-09402 2 . 4 11 Certified 4.3 l
.2V 2.4V i AB CnUla 1.ug YA34A-2NTN _
- - , . 3n R-09402 2 . t.11 Certtfted 4.3 ACB Control S BN ag . 6V 2.9 .56V -
5.0V 49 Switch 10 mtS66 9 11 2.7 . 8 011 R-09161-C5 5. 0!! Certified 4_7 Auxiliary 6V 2.9 .56V CE I.tr. 2.0V 56 Mclay 12I!CA11552- 91! 2.7 .80!! Dated 7/29/75 1 . 0 11 Certtried .
.2v 2. t.v 53lC.-N'?f.tig
. ' TA39/-7Nt! )
- - . 2'i -i n r - - ?.tM l
C.-- f ?" U I; . 3
i tst:Le Sciamle'Certlflcatipn RcPort *
. Soismic Evaluation rif F.nergency Swbd. 1-7-H S.O. 33-48359 (1-T-E 5.0. 33-48359, item A) Page 19 of Al Davice Documentation Device Coments 3/H Reference Ragd, p,, Device Devics Model or Acceleromators Accol.
Test Report Av,, nail . Cert. l Descriptics Catalog Nunhar - n ,, g g N3' F Reference No. - 1evel Certifiestion Notes l No.-Dir. 69 ' Lexel i
.2V . 2.4V 'i *
.3R 2 . 4 11 !. Certified g,3 62 Cable I.ug YA39-2N R-09402
.2V 2.4V CeM M '
- - .3H R-0902 2Mg 4,3 63 Cable f.ug YA28
. j .
l j ' f I . l . s o' ' l . l . l . e
. \
. l i
- I i . . .
a
s 333 253 Item ( 3)
. QUALIFICATION 8199tARY OF EQUIPMENT I
- 1. Plant Name: ammaM Tgge_:
- 1. Utility: LII40 FW
- 2. NSSS: GE 3. A/E: Stone & Webster NWR 4 MKII l
l Forged Bonnetless Vertical Globe Valve f II. Componeg G ame
- 1. Scope: [ ] NS88 [$ BOP Quantity: 7
- 2. Vendor and Model Number:
Velan Engineering Co. Model No. (See page 2)
- 3. S/W Hark Nos: 1E11*MOV055A.B IE11*MOV056A.B 1E41*MOV047, 048 1E51*MOV047 j
- 4. Name and Model No. of Devices Included in II 2: l Limitoroue operator No. SMB-000-2 '
- 5. Physical Description a. Appearance Motor onerated valve Flexible Length 8.205 in.
- b. Dimensions 1" Dia. x 21 1/16" H c. Weight valve- 25 lbs.
Operator: 130 lbs. .
- 6. Location: Building see ca. 2 Elevation see no. 2 1
- 7. Field Mounting Conditions [x] Bolt (No. 4 , Size E) Operator
[ ] Weld (Length ) . (x)PineMounted Ell: Residual Heat Removal
- 8. a. System in which located: E41 Hich Pressure Cpplant Iniection 351: Reactor Core Isolation Cooling
- b. Functional
Description:
_ see ee.2
- c. Is the equipment required for [] Not Standby [ ] Cold Shutdown
[]Both [ ] Neither
- 9. Pertinent Reference Design Specifications: SH1-253
(. 1
*
- SH1-253 Itcm (3)
FUNCTIONAL EQUIPMENT ( MARK NO. MODEL NO. BLDG. ELEV. DESCRIPTION REOUIREMENT HS CS NEITHER
~~~ ~~
1E11*MOV055A,B WO5-02074X-02TN SC 45' RHR HEAT EXCHANGER x SHELL VENT 1E11 MHOVOS6A,B WO5-02074X-02TN SC 45' X 1E41 *MOV047 WO5-3074X-02TN PC 66' BYPASS VALVE x 1E41*MOV048 WU5-03074X-02TN SC 04' BYPASS VALVE X 1E51*MOV047 WO5-3074X-02TN PC 88' BYPASS VALVE y ( 4 r T k > 2-
.r---
331- 253 Valve Yoke Itam ( 3 ) f III. Is Equiseent Available for Inspection in the plant: [x]Yes [ ]No
;tV. W iseest Qualification Method E 3T t DJAnalysis E3Co.sinationofY.st and Analysis qualification Report *: Seismic analysis-1" Forged Bonnetless Globe Valve SR-6190 REV 2 DTD 2/3/82 l (No. Title and Date) ;
Company that Prepared Report: Velan Engineering Co. Company that Reviewed Report:
* "" "8 "**#'"8
- V. Vibration Input Required _:
1
- 1. I,oads considered. a. [] Seismic only
'A.[] Bydrodynamic only I l
- c. [x] Combination of (a) and (b)
- 2. Method of Combining RRS: [ ] Absolute Sum [x] SRSS [l 1
- 3. Required Response Spectra (attach the graphs): N/A
- 4. Damping Corresponding to RRS: Upset 1% Faulted 2%
- 5. Required Acceleration in Each Direction:[] EPA [x] Other NUPIPE (See pg.41 (specify)
Upset S/S = F/B = V= l 5.3 y/R = 5.3 V= 1.6 Faulted 8/8 =
- 6. Were fatigue effects or other vibration loads considered?
[ ] Yes (x] Not Applicable If yes, describe loads considered and how they were treated in overall l qualification program: Not required by IEEE-344-1975
*NOIE: If more than one report, complete Items IV through VII for each report.
( l
SH1-253 ITEM (3) I' REQUIRED ACCELERATIONS (FAULTED) MARK NO. HORIZONTAL VERTICLE SOURCE IE41*HOV047 4.0 0.5 AX-24A-1 IE41*MOV048 0.9 2.1* AX-11G-1 1E51*MOV047 5.3* 1.6* AX-2A-1 All other 1.5 1.3 DiTP 9. 5
- valves
*For yokes worst case loads, consider horizontal and vertical accelerations for individual valves.
*For operators, worst case loads', envelope the horizontal and vertical accelerations for all valves.
- DIPT 9.5 will be replaced by dynamic analysis as part of the as-built program.
( 4 ( .
[ a l- m , valve Yoke Item (3 t) N i VII. If Qualification by Analysis, then casolete
- 1. Method of Analysis:
[]StaticAnalysis [dEquivalentStaticAnalysis []DynamicAnalysis: [ ] Time-Eistory [ ] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = 74 u7 F/B = t 7a n., Y= t74 n,
- s. model vr,.: []= [ ]:D [ ]1D
[]FiniteElement [x]Beaa []ClosedFornSolution
- 4. [ ] Computer Codes: _ ufi Frequency Range and No. of isodes considered: N/A
[X] Eand Calculationa l
- 5. Method of Combining Dynamic Responses: ,X. Absolute Sun (3RR85 (spatial) "]Other: (specify) 3 f t
\
Sa. Input 3-level: Upset E V 2.7 5.9 y , i Faulted I Daseing: Upset 1% Faultad 2% Basis for the damping 6. used: RGl.61 Support Considerations in the model __ Same as service 7.
- 4. Critical Structural Elements: .
3 A. Governias load Service Total Stress Identification location or Ressoase tevel Stress A11ov_ ARMS YOKE SEISMIC & FAULTED 28801 26250*
- HYDRODYNAMIC PSI PSI
- NOTE: Per the FSAR, the allowable stress is 32400 PSI (0.9 x yield strength B. Maximus A11owsble Deflection - ,
Maximum Critical to Assure Functional Deflection Iscation Operability , 0.00294 in. ** valve stem 0.005 in. ( ** NOTE: The vendar used lower than required loads to calculate stem ' deflection. See page 6 for explanatias.- q .\
).
SH1-253 ITEM (3)
, l l
t
\ .
as j tl l
's .
The vendor used loads of 3 g horizontal and 3 g vertical to calculate valve stem deflection. Correcting for the required loads: Modified deflection = 1.2 (0.00294) = 0.0036 in. < 0.005 in. adjustment factor = .6/5 = 1.2 = [(5.3)2 + (1.6 + 1)2]b [3' + (3+1)41'1 t
+
4 .i - 7 4 d4 $
.- 1. . ,. . x . - ,' ,
[5El- 253 Valve Operator No. SMB-000-2 Item ( 3 ) III. Is Reuisneat Available for Inapection la the plaat @]Yes [ ]No IV. Reuiseest Qualification Method: [1] Test [] Analysis [] Combination of Test and Analysis qualification Report *: n,< - < , m.14 r < rm e < n,, en, i,. ,, , , , n , SMB-000, SMB-4 (No. Title and Date) 16511-11 DTD. 4/2/82 Company that Frepared Report: Acton Environmental Testing Corp. Company that Reviewed Report: Limitorque Corp. V. Vibration Input Required:
- 1. Loads considered: a. [] Seismic only
- b. [ ] Hydrodynamic only c.[X] Combination of (a) and (b)
- 2. Method of Combining RRS: [ ] Absolute Sun [X] SRSS [l (other,specify)
(
- 3. Required Response Spectra (attach the graphs): N/A 1% 2%
- 4. Damping Cerresponding to RRS: Upset Faulted Nupipe
- 5. Required Acceleration la Rach Direction:[]ZPA [:QOther See Pg. 4 (specify)
Upset S/S = F/R = V= 5.3 5.3 y, 2.1 Faulted S/S = F/R =
- 6. Were fatigue effects or other vibration leads considered?
[X]Yes []No I 1 If yes, describe loods considered and how they were treated in overall j gualification program: To the extent required by IEEE-344-1975 l
, l l
*NOII: If more than one report, complete Itema IV through VII for each report. l 1
, , l3E1-253 Item (3 )
Valve Operator No. SMB-000-2 VI, If Qualification by Test. then Complete *: 1
- 1. [X]SingleFrcquency [ ] Multi-Frequency [X3randos sine beat
- 2. [@SingleAxis [ ] Multi-Azis No. of Qualification Tests: Upset 55 Faulted *I Other 3.
(specify) 1- 00 Hz
- 4. Frequency Range:
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
46 Hz y/3 = 46 Hz V= 46 Hz ! S/8 =
- 6. Method of Determining Natural Frequencies sine Search @ 0.75 G from 5-200 Hz
[ X] Lab Test []In-SituTest [] Analysis l
- 7. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS and RRS graphs)
[X)Notapplicable ;
- 8. Input 3-level Test: Upset S/S = F/B = V=
[ 10 10 10 y, Faulted S/S = 773 ,
- 9. Laboratory'Hounting:
[] Bolt (No. , Size )[] Veld (Length )[ X] Service Mounting
- 10. Functional operability verified: [X] Yes [ ] No [ ] Not Applicable
- 11. Test Results including modifications made: Meets specification requirements without modifications
- 12. Other test performed (such as aging or fragility test, including results):
None
- NOTE: If qualification by a combination of test and analysis, slao complete Item VII.
k _g
8E1- 253 Iten ( 1) QUAI,IFICATION SIMMARY OF EQUIPMENT I. Plant Name: mum Tgge:
- 1. Utility: I.ILCO M
- 2. N888: GE 3. A/E: stone & Webster BWR 4 HEII II. Component Name 2" Bonnetless Vertical Globe Valve
- 1. Scope: [ ] N838 [1] BOP
- 2. Vendor and Model Number: Quantity: 16 Velan Engineering Co. Model No. (see care 2)
- 3. S/W Mark Nos: IB21*MOV068A.B.C.D. 83.84. 85 1E32*MOV024.025.026.027. 1E41*MOV039.040 1E51*MOVO36.038.046
- 4. _.
Name and Model No. of devices'. included in II: see care 2. O
- 5. Physical Description a. Appearance Motor coerated valve Flexible length 9.475in. Valve: 751bs,
- b. Dimensions 2" dia. x 26"H c. Weight Heaviest Ooerator: 1751bs.
- 6. Location: Building see ne. 2 Elevation see oc. 2
- 7. Field Mounting Ccaditions [ ] Bolt (No. , Size _)
[ ] Weld (Length ) , 1 (X] Pine Mounted
- 4. a. System in which located: See esce 2
- b. Functional
Description:
See care 2
- c. Is the equipment required for [] Not Standby [ ] Cold Shutdown
[ ] Both [ ] Neither
- 9. Pertinent Reference Design Specifications: SH1-253
i O O - LIMITORQUE FUNCTIONAL EQUIPMENT . MARK NO. MODEL NO. OPERATOR NO. BLDG. ELEV. SYSTEM DESCRIPTION REQUIREMENT l HS CS NEITHER l IB21*HOV068A,B,C,D B08-3074X-02TN SMB-000 5 ST 78' HAIN STEAM MAIN STEAM X' ! i LINE DRAIN 1B21*MOV083,084,085 W00-3074X-02TN SME-00-5 PC 141' HAIN STEAM REACTOR VESSEL X HEAD VENT IE32*MOV024,025,026, WO8-3076X-02TN SMB-000-5 ST 78' MSIV LEAKAGE X f CONTROL SYSTEM 'tS/MSIV LEAKAGl: ! 027 1E41*MOV039 WO8-3074X-02TN SMB-00-5 SC 16' HICH PRESSURE .,0NTROL FLOW TO X j COOLANT LUBE OIL C00LEl; I INJECTION t i 1E41*MOV049 WO8-02074X-02TN SMB-000-2 SC 34' HICH PRESSURE HPCI TURBINE .+ X COOLANT EXHAUST VAC.
. INJECTION BREAKER 1E51*MOV036 WO8-03074X-02TN SMB-00-5 SC 18' REACTOR CORE RCIC PUMP X ISOLATION MIN. FLOW COOLING BYPASS IE51*MOV038 WO8-03074X-02TH SMB-00-5 SC 15' REACTOR CORE CONTROL FLOW TO X ISOLATION LUBE OIL C00LEll COOLING .
IE51*HOV046 WO8-02084X-02TN SMB-000-2 SC 29' REACTOR CORE VAC. PUMP X ISOLATION DISCHARCE TO COOLING SUPP. POOL I
- !a 87
- 25
~
331- 253 Valve Yoke I"*" (1) III. Is Equipment Available for Inspection in the plant: [X] Yes [ ]No IV. Equipment Qualification Method: [ ] Test [X] Analysis [ ] Combination of Test and Analysis Qualification Report
- Seinrnic Analysis-2" Bonnetless Globe Valve (No. Title and Data) SR-6188 Rev. C DTD 4/7/82 Company that Prepared Report: Velan Engineering Co.
Company that Reviewed Report: Velan Engineerina Co. V. Vibration Input Required:
- 1. I.osds considered: a. [ ] Seismic only
- b. [ ] Bydrodynamic only
- c. [X] Combination of (a) and (b)
- 2. heth N of Combining RRS: [] Absolute Sun [X] SRSS [ 'l (other, specify)
O 3. Required Response Spectra (attach the graphs): N/A
- 4. Damping Corresponding to RRS: Upset 1% Faulted 2%
- 5. Required Acceleration in Each Direction:[]ZPA [X] Other NUPIPE (see pg. 4)
(specify) Upset S/S = F/B = V= Faulted S/S = 2.1 F/B = 2.1 V= 1.2
- 6. Were fatigue effects or other vibration loads considered?
[ ] Yes [x] Not Applicable If yes, describe loads considered and how they were treated in overall qualification program: not required by IEEE-344-1975 l
*NOT7. : If more than one report, complete Items IV through VII for each report.
)
v w 4 - -
SH1-253 Item (1) O REQUIRED ACCELERATIONS (FAULTED) MARK NO. HORIZONTAL VERTICAL SOURCE IB21*MOV068A 1.4 0.9 AX-60E-1 IB21*MOV068B 1.4 1.8* AX-60F-1 IB21*MOV0686 1.8 0.9 AX-60A-1 IB21*MOV068D 1.4 1.1 AX-60B-1 IB21*MOV083 2.0 1.2 AX-25J-1 1821*MOV084 1.6 1.2 AX-25J-1 IB21*MOV085 1.8 1.5 AX-25J-l 1E32*MOV024 2.1 1.2* AX-60D-1 1E32*MOV026 1.4- 0.9 AX-60D-1 1E51*MOV036 1.5 0.8 MSK-102E-2 E51*MOV038 1.4 0.1 MSK-102E-2 ALL OTHER VALVES 1.5 1.3 ** EMTP 9.5 Rev. 0
*For yokes worst case loads, consider the horizontal and vertical accelerations for individual valves.
*For operatorra, worst case loads envelope the horizontal and vertical accelerations for all valves.
**EMPT 9.5 will be replaced by dynamie analysis as part of the as-built program.
O 4-
El- 253 Valve Yoke Itas (1 ) l l
- 1. If Qualification by Analysis. than complete
- 1. Method of Analysis ;
[ ] Static Analysis [X] Equivalent Static Analysis [ ] Dynamic Analysis: [ ] Time-Eistory []ResponseSpectrian
- 2. Natural Frequencies in F,ach Direction (Side / Side, Front /Back, Vertical):
8/3 m 78Hz _ F/3 a 2 78Hz Va a78Hz
- 3. model T,,.. []= [ ]2s [ ]1D
[]FiniteEleasat [X] Beam []ClosedFormSolutio'1
- 4. []ComputerCodes: N/A I Frequency Reage and No. of modes considered: N/A
{X)RandCalculations
- 5. Method of Combining Dynamic Responses: [.~AbsoluteSun
~
(X )SRSS 3-D
. (spatial) Other: i (specify) '
5s.. Input 8-level: Upset I V Faulted Et, 2.31 H2 3.74 V 3.22
- 6. Caspias: Upset 1% Faultad 2% Basis for the damping used: RG1.61
- 7. Support Considersticas la the models same as service S. Critical Structural Elementas ,
A. Governing Load Service Total Stress Identification Location or Response Level Stress Allow Ams Yoke Seismic & Faulted 25502 26250 Hydrodynamic psi psi l B. Naw4== Allowable Deflection Maxiana Critical to Assure Functional Deflection Imcation Operability 0.00431n.* Valve Stem 0.0051n.
\
- Note: Valve Stem Deflection was calculated using 3.0g horizontal and 3.0g vertical.
l l - l
=5-
Valva Oparntor Nos. SMB-00-5 331 253 SMB-000-2 SMB-000-5 It., ( 3 ) III. Is Reuipment Available for Inspection in the plant: @]Tes [ ]No ; I IV. Reui;eent Qualification Method: [XJTest [] Analysis [ ] Combination of Test and Analysis Qualification Report *: h < < , ru.14 5 4,. c < n , en, i,,,,"*a" SMB-000, SMB-4 DTD. 4/2/82 (No. Title and Date) 16511-11 Company that Frepared Report: Acton Environmental Testing Corp. l Company that Reviewed Rep 9et: ifmitorque Corp. V. iibration Input Required:
- 1. Loads considered: a. [ ] Seismic only l
- b. [ ] Rydrodynamic only ,
I c.[X] Combination of (a) and (b) 1
- 2. Method of Combining RRS: [ ] Absolute Sue [x] SRSS [ ~1 (other, specify)
- 3. Required Response Spectra (attach the graphs): N/A ;
1% 2%
- 4. Damping Corres-onding to RES: Upset raulted Nupipe 1
- 5. Required Acceleration in Rach Direction:[]ZPA [XJ 0ther See Pa. 4 )
(specify) I Upset S/S = F/R = V=
~~
l Faulted S/S = 2.1 y/R = 2.1 Y= 1.8 j l
- 6. Were fatigue effects or other vibration leads considered?
C Yes [ ] No If yes, describe loads considered and how they were treated in overall qualification program: To the extent required by IEEE-344-1975
*FOTE: If more than one report, complete Items IV through VII for each report. , - - - a .. - ,---m, , , --
3g1-253 Valva Opsrotor Nos. SMB-00-5 SMB-000-2 Item (1 ) SMB-000-5 VI. If Qualification by Test, then Complete *:
- 1. (X]SingleFrequency [] Multi-Frequency 3 random
[X] [ sine beat L3
- 2. [X] Single Axis [] Multi-Azis SS Faulted *1 other
- 3. No. of Qualification Tests: Upset (specify)
- 4. Frequency Range: 1-100 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
46 Hz 46 Hz V= 46 Hz 5/8 = y/g .
- 6. Method of Determining Natural Frequencies Sine Search @ 0.75 G from 5-200 Hz
[X)I,abTest ()In-SituTest () Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS and RRS graphs)
[X)Notapplicable
- 8. Input 3-level Test: Upset S/S = F/B = V=
10 gjg , 10 y, 10 Faulted S/S = i
- 9. I,aboratory' Mounting: l
[ ] Bolt (No. . Size ) [ ] Weld (Length )[ X] Service Mounting
- 10. Funt.tional operability verified: (X) Yes [ ] No [ ] Not Applicable l
- 11. Test Results including modifications made: Meets specification requirernents without modifications
- 12. Other test performed (such as aging or fragility test, including results):
l None
- NOTE: If qualifiestion by a combination of test and analysis, also complete Item VII.
-- -___a_
SH2-115 BOP-10 Ites (1) QUALIFICATION
SUMMARY
OF EQUIPMENT I. Plant Name: SHOREHAM h:
- 1. Utility: LILCO PWR
- 2. NSSS: GE 3. A/X: Stone & Webster BWR 4 MKII II. Component Name 480 V Motor Control Centers
- 1. Scope: [ ] NSSS [X] BOP ,
l l
- 2. Vendor and Model Number: Square D Co. 480 Vac Quantity: _, 30 Model 4 M.C.C.
- 3. S/W Mark Nos: 1R24*MCCll10 thru 1129. 1131. 1133. 1134 111X. 111Y.
112X,112Y,111Z,. lilW, ll2W
- 4. If the component is a cabinet or panel, name and model No. of the devices included: Circuit Breakers. tvoe FA. FH. KA. MA- Srnrepre j
iEbIESize1,2.34: Relays Souare D cinna be 4.,d No
- 5. Physical Description a. Appearance Cabinet (floor mounted)
- b. Dimensions 20"Wx20"Dx92"H c. Weight 600 lbs.
- 6. Location: Building SC, CB, SW Elevation Various
- 7. Field Mounting Conditions [X3 Bolt (No. , Size 1/2" )
[ ] Weld (Length ) . E3
- 8. a. System in which located: 480 V Emergency Power
- b. Functional
Description:
Control Circuits for Station Emergency 480 V Power
- c. Is the equipment required for [] Hot Standby [ ] Cold Shutdown
@] Both [ ] Neither
- 9. Pertinent Reference Design Specifications: SHl-ll5 V
- 1-
SH1-115 Item (1 ) III. Is Equipment Available for Inspection in the plant: [)t3 Yes
] [ ]No IV. Equipment Qualification Method:
DC$ Test [ ] Analysis [ ] Combination of Test
.and Analysis Qualification Report *: Seismic Qualification Report for a 480 VAC Motor Control Center (No. Title and Date) 108-1.01-L2, August 2, 1974 Company that Prepared Report: Wyle Lab.
Company that Reviewed Report: Square D Co. V. Vibration Input:
- 1. Loads considered: a.[] Seismic only b.[] Hydrodynamic only
- c. [X)) Combination of (a) and (b) (Worst Case)
- 2. Method of Combining RRS: [ ] Absolute Sua $1] SRSS [l (other, specify)
{ 3. Required Response Spectra (attach the graphs): Yes _
- 4. Damping Corresponding to RRS: Upset Faulted 1%
- 5. Required Acceleration in Each Direction: BijZPA [ ] Other (specify)
Upset S/S = F/B = V= Faulted S/S = .58 g F/B = .58 g V= .62 g
- 6. Were fatigue effects or other vibration loads considered?
{X] Yes [ ] No If yes, describe loads considered and how they were treated in overall qualification program: To the extent required by IEEE-344-1975.
- NOTE: If more than one report, complete Items IV through VII for each report.
i
-. - . - - - - ~ ~ - - - .
i
SH1-115 l
- )
Item (1 ) i VI. If Qualification by Test. then Complete *:
- 1. [ ] Single Frequency [X ] Multi-Frequency BX] random
[ ] sine beat I []
- 2. []SingleAxia [X] Multi-Axis
- 3. No. of Qualification Tests: Upset 5 Faulted 1 Other (specify)
- 4. Frequency Range: 1 Hz - 100 Hz ,
- 5. Natural Frequencies in ,Each Direction (Side / Side, Front /Back, Vertical):
S/S = 3.6 Hz F/B = 4.0 Hz V= 15.0 Hz
- 6. Method of Determining Natural Frequencies (XX] Lab Test [ ] In-Situ Test [] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [Xy] Yes (Attach TRS and RRS graphs)
[ ) No
- 8. Input g-level Test: Upset S/S = , F/B = V=
1.6 F/B = y= 1.1 Faulted S/S = ,
;1.6
- 9. Laboratory Mounting:
[XX] Bolt (No. 8 Size;1/2" ) [ ] Weld (Length )[ ]
- 10. Functional operability verified: [XK] Yes []No [ ] Not Applicable
- 11. Test Results including modifications made: Meets the spac requirements without modification.
- 12. Other test performed (such as aging or fragility test, including results):
None , f
- NOTE: If qualification by a combination of test and analysis, also complete Item VII.
1 l
-w
10 " m-w += r m
- =
w U -i w s -b M- --nm WJG iini=m-s a =r-=?=- d=i
+-s=a-
-i -w
=-==-p
= n-U 3_&a _pp x::
g i-I t a _= 2- 3 3-- = 2_w = : t _2,= :-115 5--.
-: s
_ .-h=- = =2n-- . i .i -w -
. 3
-- -I; NO $'- R : :-3_-' - - = 3 O - -- 'I
~
-i--i- -i' . 1
~
-i ;P- H :- ~~=- ' i -*-i~ = _ =5[=~
8.. JiME -'= M- TW =iW 7 M# *-iI-14= ' i=i=* *M W#-'-Eti4 T-W 4 =-~ Ed -W' bb T 53;. -5_' --s ~ 5-. ~M 54h -N $'.t_ iid-id- 5 '-W-$b 7TNd -d-~ l'--!4N= NN=Ih55 - N -~r--'5- - h. r - +5d--$ r-%N O Li2 h- -;:-E.-_id=: ~:H===. Ml%R A j *--- 35E^E. ~:-- = == i=.=E .5 - 53=3 ~ = = " = = ^ i =;- =- - --& EH
^ ~ ~ ~ ~'
= . = - ~ ~^
7.. ~,_ - --- . _ _ _ - - . - _ , - . . - _ - _ - - - _ - - . . _ -- 2.m . . _ -_m '. ._ :
~
~
1 *= _:..1_ M' -*ll- . .2 l'1-~~'-' -^2M -MIZ,.1.-T* Z O_Z',.2--1-- E__'l*~-*~~~~7Z' _ . .. ry: =:. 3 :-:2-:::___. g- -____.-
- - - - -n== =- ==== x- =-- - = , 9-6 - -- m5_g,_Q 1
- -__T":-
c = _ -_g. - _ _ , _ - - _- - --
- _ _ _ _ _ - . .. - - _ _ . . __- ----A i g __- -
2,g y .
-n-_--. -- --- m., .-
__ =.-
$_:--*-[~u- _1 % -._ g ._ r%
O ~ ,. ._, _ . _ - __. e
- % w 9 . _
4._ bW y *-- C i> m , 1
.w.- ..
f' ' Qq 3 -- i 1__. ]m
~) -*
a > A rs i > m ! ! 4 3 i s ' q ! i i
.I . . ;I g i i e i V i ' t I I I y e O, ' "
n .
. Ei 2
+I != 3 I
i .
~ "
i i I 1 I . L i t 1 ! i ! i r . ! ! ! ! i i I .+ !, , [ i i i ! ! ! I e t . i ! ! l ! ' .
- O
{' I ! '
, {I ,
I ' ' '
' ' I !
ih m =m . m m ". m m # m m m. -- m 9 -- i '+ ' 4W5 * - ' ' ' ~ =+-" A * =- WW '"
-N- w- V i=Vi 3- -- -
24 ~- = =H-
- M-*
C--? = 4 i l l=I 95 $i: --iG V-I --EN--N " 8 T-i= N=9Ni_I -5=}$-hC *---* _7-E'5bI- :
~ I _^i'. 'I. f'~~ ' ' @-~=1=._ SNN --
g_ h.: 3- -- : -il3_3 ;, =_2.: ~E a Qll- E:L;jli ;
- 5_iI
.i =E:p i- :-f-E--- - Q "_iE'-i- ~ _ _ - > - _ ^ ' 1' _' 4 '5W ; r_ 5: 9 E-(:-'
a fd %4=- -E4;tii44-it
= 9-t f #=iM =e4M #iaiV,t W % 'i=-s =Ei^E4~ 4d-iM- 44=* -ki: 2 i'i=- -i-t= k
-p--y ---- y---g -;== =:..-:==---. = - - -
- =- -: .gq=.
-. , : . . . - - - -+x.:.- .; 5; __. - .. . _ - . . . . . - .-._~.
= w--
5 7 - --
- = , -- _ .
= _ _ _ _ -== . _. ., =-%=
R
.=_;--=r _ _ _ _. = .
.=- .m :=- .
_..___._m_. . _m: _ vr7 ... _ . _ _ _ _ _
- -_; . _ - - - - - p~a g_ _- m -.
7 _
- . - ."- O =S -
=:=
~=* = W
- m. 6_ = . _ . -=..=.-, r- :- r: 27
-------. m g -
.7- .
g
. 4
-_ m_ .
y ._ w:=in- . .-
;= 5. .._.
%1 S-28 3 m a er 4 -
&* ~
- =
o I I y N , I i m, 3.
'N i
\ .
y N em. N N a-
, N i
i _X_ t I I I o O 2, pip a r- u- # og_ d' p I ur I I i 1 1 I I - O i E I I ,_ f 11.
- 1. 7
\./
e 10-- y u- m, -t-w y-- -
=1- ;eq v .1 x g.5 .. Lp -
+-i + i-d + x -+ mg -? . 2-t a 29 TN. T F. EC *W t. ** N.T 4 ". #. . W. 1. r* =+ - = + + = i ". .
~ ~
~~
1 "i- = I 9._
- i. . .. . _
,' I - ' - - -
W
*M 5'~"
3-W WW 1^~5 NY **' & -'h=W
- E= i '^~1=== '*=M*5~
8 -- M~i-- J '=i=* = =--_ h= ti g= j 71Hg o 3+-+-i-a. 1 g : --it;ir-4-;-a = , in-4 -i=t+i- -%p j-4 84_= 3 i=w
'y~~ Ni:f-M3-iaE i-R =
-~i i 4: a i4ifil E=f -55tii #4t* 4 ~iWMM-Ab
~~'-
J-wit Z4M M=~
-i ' M s 24 -i-i i@ 'iM-4:L4 iMi E Wf='-kh ~i4EM5*55 5-55iid-54I iff- d
=s --
-~(i-i-l H-i-idr ----=
V"----
+ - - - - ----
- = = =:= - ==t= = === : --
4 -~=.
= = =: -
m }== ' = =~#4=i= = =d = : *~=:~- - " - - =1= - - - = - - - - = = ~- ~ 6 ---^ t A n=: -:= .:= s
-* : : :--= :- -m:=.=-=. ==TrW -'----
--- := = = = - =:= 1 - - --- --
= - -~~ = = = == = =- -----
2 '~ :
- .=ig _^J :
w _. . -
'q p4- 7.-:._-g;g
-+
-.-..A _
-= _- -
9-s' -- aq g g 4 O _,_-v p - - 1, .
.Li
~ 8'-
._d4( n ->-
J s J 4-- s4- .$. n
'~*-' -
?+9--- 4
-+ .
-,-,i-,--,-
' ' : * '$=
66 bM' ..I, , , . _ i-, . , 3--
~ ~~
b r, m a E
-e .
( In L i i 2 O - N i i i j , i i i' i i i. 09 ' ^I ' v ,f i Si i
, . . i i ,
1 i i e s i 6 ih i i e i h v 2.. _. I I e_. .-
' 4i < I i
i i 2 1 949 1 l e_ f ! t 8 l i i e i j i i i t i e e 6 ,1
'I
- k '
I ' ! ' I E i
! j1 i 8
- I m w a u. 4e 1. s . %_ . e. . . .. m_
O** 9 ~ . m..-. m _,
....- - - - .m m. . ..
1 . __.--, . , . , Q _2__ " W-~ ~ ~ , ^= , . *
* ' * ~ **_.' ^*' *-*#
'~ *^*^' -
** W' ~*-M M.i.M T~
~~
M2
."i :,.4 n .j g f . _:-;7 -- 5 . -?-3 _- E j-- q-- q-L 3:iz zi4 2 L-- M--i ;i- IHi ~- i i_ . 'I.-I ' Er - -
E -? i-~1L U^ E4=? 0 ~'E-5-WN5 W- 5 N' $b &-
~
~
g'
+-Y:=. - "5'}.4- :" kl= l~ ~-Ti ^* - j=i=i=h ::-- W-E: &~i-^i'- X Ei5-
~ -.i .5:i. - i-1 , 3. , = --5 p: - .j.-i. -N ~i = 7.* - .i-t -t i2- -I- _l-izi-,_ _-sLI-d-4-,_ ,:*__-
-i -
;N_ _-
.2 .- ,_ --i n 1.-1,:_=_ .f. :.-i .-- n, - r.. . .i. -- j i. . " - .. M.-d. -2, - -- -
3 o-Y
-d y b-iri' _2 _. T-iMj. ;L Pi- jj2--M :LMM"I- 'F"- :@.= 5 d_, f- - :- E= b 3 1-- r -~_ -- -n------
5 7 di~~ t - -SEIN-~ 55}N d5-IN' 5Ir:5-- $. -r r,E= s-U N -- 5 -N-5 2 - -" -
-~
-tp =-- === =
_. a . -- r = = = = ==_. ,A ~ --- .
- ~# 4:" # -~ = " = - - = =- - = - = -. 34'=*4=~
- a. 6~
---.=_=-. -.--2-. -
-~ --
my
- 3. _.'\-- __ m -
u .- -
<~3q -- -
m'1.~.'
'~
WY { N e 5. _ , _,
,m,u i _
N-.. m 9 18 : 1)f I-N 4- el Y " c A . 8' ' 1 l% _ . 4d : 1, ,
+ .
[ i W heiin "j WB g g % J. v 1
' i l -
.g -
O I .
- 2. - -
-___.-_f I y I
l I i
- }
[ i l i 1.
4 SRI- 057 l
- Item ( )
l QUALIFICATION SUrMARY OF EQUIPMENT
- 1. Plant Name: SHOREEAN h:
PWR
- 1. Utility: LILCO GE 3. A/E: Stone & Webster BWR A MKII
- 2. NSSS:
II. Component Name Service Water Pumps
- 1. Scope: [ ] NSSS [30 BOP Quantity: 4
- 2. Vendor and Model Number: Bingham-Willamette 16X26C-VM 1P41*P003A.1P41*P003B, IP41*P-003C,1P41*P-003D
- 3. S/W Nark Nos:
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A a
( Appearance Pump
- 5. Physical Description s.
- b. Dimensions'5 6. 0"Dia . 37.75 ft len.c. Weight 15250 lbs.
- 6. Location: Building Screenwell Elevation 21'
- 7. Field Mounting Conditions (X. ] Bolt (No.16 , Size 2" )
[ ] Weld (Length ) f ' E3 i Service Water System S. a. System in which located: Provide cooling water for safety
- b. Functional
Description:
related systems throughout the plant.
~
- c. Is the equipment required for [] Not Standby [ ] Cold Shutdown l [X] Both [ ] Neither
- 9. Pertinent Reference Design Specifications: SR1-57 t
l
. SE1- 057 Item ( 1)
III. Is Equipment Available for Inspection in the plant: [x]Yes [ ]No IV. Equipment Qualification Method: - [] Test [X] Analysis [ ] Cos.bination of Test and Analysis
~
Qualification Rep' ort *: Seismic-Stress Analysis of Vertical Pumps Report 230629; December 19, 1980 (No. Yitle and Date) Company that Prepared Report: Mcdonald Engineering Company that Reviewed Report: Bingham-Willamette Co. 1 V. Vibration Input Required:
- 1. I,oads considered: a.[x") Seismic only
- b. [ ] Hydrodynamic only c.[] Combination of (a) and (b)
- 2. Method of Combining RRS: [ ] Absolute Sua [] SRSS [X'lN/A (other, specify)
; 3. Required Response Spectra (attach the graphs): N/A
- 4. Damping Corresponding to RRS: Upset 1/2% Faulted 1%
- 5. Required Acceleration in Each Direction:[]ZPA [:Q Other ARS (SW. 21 f t)
Equivalent Static Loads (,peeggy) Upset 8/S = .40g F/3 .40g y= .15g Faulted S/S = .40g F/3 = .40g y. .22g
- 6. Were fatigue effects or other vibration loads considered? -
[ ] Yes [x] y/A If yes, describe loads considered and how they were treated in overall qualification program: Not required by IEEE-344-1973 E 4
- NOTE: If more than one report, complete Items IV through VII for each report.
( 2-
. 1
. SE1- 057
. Item (1 )
4 VII. If Qualification by Analysis, then complete
- 1. Method of Analysis: '
[]StaticAnalysis [ X] Equivalent Static Analysis [ ] Dynamic Analysis: [ ] Time-History [ ] Response Spectrum j
- 2. Natural Frequencies in Each Diraction (Side / Side, Front /Back, Vertical):
S/S = > 22HZ F/3 m > 22E .y, y 22E l
- 3. Model Type: []3D [x]2D []1D
[ y] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. [x]ComputerCodes: ICES-STRUDL Frequency Range and No. of modes / considered: Not stated ,
[ ] Eand Calculations
- 5. Nethod of Combining Dynamic Responses: [X) Absolute Sum []SRSS I
.(spatial)
[]Other: (specify) I 5a. Input 3-level: Upset E .40g V .23g Faulted E .70g V .43g
- 6. Damping: Upset 1/2% Faulted 1% Basis for the damping used: FSAR
- 7. Support Considerations in the model: Same as in service
- 8. Critical Structural Elements: .
A. Governing Load Service Total Stress Identification Location or Response Level Stress Allow Nozzle Stress Pump Seismic Faulted 24539 26250 , Nozzle and Operating psi psi l Loads and Nozzle Loads
- 3. Maximum Allowable Deflection Maximum Critical to Assure Functional Deflection Location Operability
.001 in. Impeller .009 in.
Clearance [ .005 in. Shaft .06 in.
=.
Qualification Summary of Equipeent Mpt: B21-F022/28
- 1. Plant Name: Shoreham ygg,
- l. Utility. Long Island Light Co. PWR N/A
- 2. NSSS: G.E. 3. A/E: Stone & Webster BWR /4 Mark II II. Component Name Main Steam Isolation Valves
- 1. Scope: [X]NSSS [ ] BOP
- 2. Model Nunber: 1612 Jimmy Flita Flow Valve Quantity: 8
- 3. Vendor: Rockwell
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A
- 5. Physical Description a. Appearance Air Operated Globe Valve
- b. Dimensions 24" x 20" x 24" Height - 134 inches, length = 60 inches
- c. Weight 12,030 lbs. (flood,ed) ,
- 6. Location: Building: Drywell and outside the steam tunnel.
Elevation: N/A
- Field Mounting Con'ditions [ ] Bolt (No. . Size ) N/A
' 3 Weld (Length )
IQ Pipe Pbunted
- 8. a. System in which located: Main Steam Provide quick closing isolation for high pres.
r
- b. Functional
Description:
sure steam service anrinn nnrmal nnar=+1on/ emerger,cy conditions.
- c. Is the equipment required for L 3 Hot Standby [] Cold Shutdown
[ 3 Both [83 Neither
- 9. Pertinent Reference Design Specifications: Purchase Specification l
21A9230. Rev. 2. 12/80
- - - - ,- g- ,- - - - -
6 MPL: B21-F022/28
. -2 III. Is,E,quipment Available for Inspection in the Plant: [X3 Yes [] No IV. Equipment,Qualif3ationMegg:
. [ ] Test [ ] Analysis [X) Codination of Test and Analysis Qualification Report *:
(No. Title and Date) NEDE-24122 2, Seismic Qualification Test Report May 1978 Conpany that Prepared Report: ,,,, ,, General Electric
,,,,,,_ _ _ _ _ l Corpany that Reviewed Report: ,, ,,
General Electric V. Vibration Input:
- 1. Loads considered: a. [ ] Seismic only 1
- b. [ ] Hydrodynamic only l 1
l
- c. [X) Conbination or (a) and (b)
- 2. Method of Corbining RRS: [ ] Absolute Sum [>Q SRSS [] :
'15tfiiM~ipiciYy)" l
- 3. Required Response Spectra (attach the graphs): N/A 1
- 4. Darping Corresponding to RRS: OBE SSE 2%
1
- 5. Required Acceleration in Each Direction: [ ] ZPA [ ] Other l (ipiciT}T ~
OBE S/S = F/B = V= , SSE S/S ='""372 2~~" F/B =~--"3 . 2 2 Y - 2N5
- 6. Were fatigue effects or other vibration loads considered? )
[ ] Yes [>(3 No If yes, describe loads considered and how they were treated in overall qualification program: . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . - . _ . . - -
- NOTE: If more than one report conplete itens IV thru VII for each report.
~
l 12/80 v-- --, --- - - _
3- MPL: 821-F022/.2& VI. If,glalifjcationbyTest.,then, Complete *: X random
- 1. [ ] Single Frequency [X3 Multi-Frequent;y: sine beat
~~~~~~~~~~~~
- 2. [ ] Single Axis [X3 Multi-Axis 2 Other
- 3. No. of Qualification Tests: OBE SSE
- 4. Frequency Range: 1 - 33 Hz.
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
Open Closed Open Closed Open Closed S/S = 9.5 Hz 7.5 Hz. F/B = 9.5-10 Hz 7.5Hz y = 12 Hz. 8.5-9 Hz.
- 6. Method of Determining Natural Frequencies
[y) Lab Test [ ] In-Situ Test [ ] Analysis
- 7. TRS enveloping RR5 using Multi-Frequency Test [X3 Yes (Attach TRS & RR5 graphs)
[ ] No B. Input g-level Test: OBE 5/5 =....... . F/B = ... V =..- - ,
)
SSE 5/5 = F/B = V=
- 9. Laboratory Mounting:
- 1. [ ] Bolt (No. , Size, ) [ ] Weld (Length ) [3
- 10. Functional operability verified: [X]Yes []No [ ] Not Applicable
~
- 11. Test Results including modificatiers made: The columns were lubricated to get the valve fully open.
- 12. Other test perforced (such as aging or fragility test, including results):
Fragility test: Columns yielded slightly at an i,nput level of 49 I horizontal. _.
' Note: If qualification by a conbination of test and analysis also conplete Item VII.
12/80 t l l i l
.- 821-F022/28
-4 Mpt VII. M al,1ficati,on,b{,, Analysis, then complete:
- 1. Method cf Analysis:
T ] Static Analysis [ ] Equivalent Static Analysis [X) Dynamic Analysis: [ ] iime-History [X] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side / Side, Front /Back. Vertical):
S/S - F/B - V-
- 3. Model Type: [X] 3D [ ] 2D [ ] ID
[X] Finite Element [X) Beam [ ] Closad Form Solution
- 4. [ 3 Computer Codes: SAP IV TeTsmTc'T-73Hz.
Frequency Range and No. of modes considered:,, Hydr,o,dy,namic 1-60 Hz. [ ] Hand Calculations
- 5. Method of Corbining Dynamic Responses: [ ] Abs:1ute Sum [ ] SRSS
[ ] Other: lipecili]~~~~~~~~~~'"~~~~~
- 6. Darping: OBE N/A SSE 2% Hydro Basis for the daeping used: 385HZ777
- 7. Support Considerations in the model: Rigid supports, snubbers, hangers,
- 8. Critical Structural Elements:
*"*** * '" 8' Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Outer MSIV Main Steam SSE & Hydro SSE 2945 psi 35,816 psi outlet B-Line dynamic nozzle Maximum Allowable Deflection . B. Max. Critical to Assure Functional Opera-Deflection Location bility 0.537 At the base of 0.634 inches air cylinder O
e 12/B0 I
kUf$ $ e
. 4 . r, . o s
k
\
\ 0
. _ 3
\
\
E 0
/ . S 2 N
O PM nEM
/
S U rSU E nN1 RR T uOT i 8 TC PC cS E
. S E Et P I
EP TS
' ,/. nnS o t
~
\1
/J -
8 7 i }
/// ,
6
/
/f
" 5 m
. f u
. _ r
. , 4 T
S t
. , 1 E c . T e p
N S
. 3 O I
- T e A s C n o
I
- F o p . IL s . j- 2 A e . U R O
C i v S 4 I
. 1 E
S y e L t r j C 1 s u
. . I V 3. VE M g 1 .
eA i _. h. T S d T F
- .. - t 0 C -
- i f TO
-- L A3/ _
- A S E
1 R S - E E L - [ T S U% AA P 0 LH F 2
' L. P T O=
EI NS t E R G W8 T E IN K 7 T 8P l,, C61 S MM O1/O UA R2P ND
. G
. O
_ L
. e H
2 0 0 0 1
- 1 S7 y 5 *3 , 0 1
O . N S O 0 1 3 f g y9
u4Uyh$yu 9 p 4 ( 6 0 N 4 l
\
\t 0 N\ 3
\
- A
. i E
S M 0 2 N O PM Su
- DEM ESU E
RiT t / RN I OT H TC
- U OS E PC SE EP TS L
.\ EE n64 S P
o t
% ['l}
///4_
.\ 8 7
// >[ 6
/ T
/;// /
5 S E T N m 4 O u I T r t A c 3 C I e p
/ Fll S A
U e Q s _ 2 C n I o p V S s *. I E e S R yt s . L M 5 C 3 1
/ - EV V ~ e T eA d r S T u
~
E 0C g T TO ~ i L E A3/ S S F AA E 1 HH S - E# T L j% F A t 0 LO P F 2 LT O=G LUT Ill, EO S E R N W8T 7 E I BP K 1 T C5 S MV O1 O 1 UA R2PG ND
~
L G O L e H 2 -
- 0 01 _
0 _ 1 -
'5 # 3 2 0 I
1 "II 3 N O g 1 O I I
)
M
e . , Eo %.=/o.
~
- 4 6
0 4
\M k3 0
- 3
{
\
N 7 0 E 2
. S N
I e O DEM PM S ESU E V RiT t [ RN R iOT uPC TC S E v oS E E P tE P TS N RRS 0 1 ( / - I_ < : i 8 A'T
} . '
l
/ / 7 J
'7' [ 6 j
5 T S 4 E T N m u O r _ 3 I t
/
T A c C e p FI I S L 7 A e U s 1 O n C o p MI s S I e E S R Vt 3 g S L C
*EV M 6 1
I 6 A V d T - e T 0C r G TO u N A3 1 g O S1 i L, E F S - V8 I 7 L % S1 2 O P 0 M2 2 L 1 F= 1 L 2 T ES O G E SE R EI N WAT BP ls _ KHT CPS MM O NO UA RI PG ND g o t p 2 0 0 1 0 1 8 3 2 0 1 T
- 5 2 9 t 1 "0 o 1
t s u*
,i
a . . NEDE-24122-2
?
I O
. n
/
. n <
g z 1
$>a s cs w->
_e e s sz=
.-O.
> Dfu eo
- wr / "w. e i ra y eco O
t I #s. A j '
' 'f N NjW{
~
- l I g
NNi . : m C E
< 3 b.
nl U
~
sa
\ .d D
U. v7 0 n u - &., A C
= b
=
l
> t E E
.s "w> I M .
> 35 4
- ~
Ou O m PO I
$O w n 4
w 0 b
>h
.D $p i w
k a mm. gg w si m n
~
j;- o*o
*: e s- we wQ co a U-$
ODo 5& 34 E000 20 0 0.a e. 2 n i O o ** O n e eM W d 4 M N O ==
- e e
S 9
. 26 = - - - - ... . . - - . . . . . . _
E 1.E C 7e I C . N " ' ' N 0 E 1: E R A1. NUCLEAR L5r "3Y C;V:5**N
- I v. C I
I cC==s- ! b-aw 73=ve-c= I
. - e l = !* .; ' * --
- l. :: ! c5
- s.:
g s. i u e .
. ? .e. .... ,
,s I., :. - ..- .
.L L e e.
s f . g g . j gl jg ll- ' . 4 ; 'L
.* *-- 61 - .L- .J .. -- C l * *. e ;-
C *= lL ]: : . 1..:. e i e e e i e e ?
- e 6 ;2 <
- O. g
- 6
. :* l ;.
? e l % *
*: ==*m > l'* .% .
> :. . *
- g t;. l, =,
. g .-
- u. .~. -: ;t cl - - . . -
. . .- --. fs..
., . -..$:. s. ~...
.* e
- . . o. ,.- ,
e. t
/. . . .
.. .. - l. . .r
. L 6, .
s e
*==.=4.q L C ' b E. L *.*. i -L- C' L .
- s L
u L e.
.L i ..; i. ;' g :. t
- Ol L = l e
= : c- g .- :- r c Lel e- = t}L = = g:
r
=~ = b, 6 = 6l =
6 C. m. L
- .C.4 :e 9 ~
01 : ,
.".1 Ti:
g lp w = 0. .=
= *C e-6 : I .J
!. .. ( -
- i
** < :'" e
*=
OC
> at e-A -U< ** - = W Ps v - == e.= : *. O :.".
5, g 9. Z.. L* g,. &d l
> = :.
on = -= l I I k ! CCL i
- v.
- I l
^ .=
1 l I e .. .. \*s e 8 s .
= 0 =; -- 3 a .,.w W- O. ] 6 - 1C
*- -- O.0 e.* ..
O
- .O ;.
0 l 9
.r e O te -
i- I V " - . - O. ..O. . O. e O. . . .
* ?.
c: O lC lC
'N -
C O O C O J. .j Cr. C. 4O
%g
{. i . =
.V* C.
& gLt
-- e n -
lC e
.- e- l = --
- l , , e e [e -
V w -
=
*^
=,
.f.
g i
= 1 e C. e
> =.
u .:.
=-
. < =
L
- e. . i e le lC c
- C5 > C lC ;%
I C i c. e% C., 6 c,
> e"* to. N. .
g ". l . . es. ,""e q, 6-
- em o C = s C l0es -
ee% e -
- . % j% -
== v=) E 0 tj e
*E' N *
.: =*
e .O '.C l.: !.O I- 'O
' t.,.
- f. f n C
e- = - - 8 e ee -le l e
! .c ."J
= .: - - .-
= aC3.=
- g-
** t/* l l'",. e : .=
sa M 0 ** ./* .- 1 .i b. 2.' 8-= a" h 2. C. L :. A! L e - e i e Q r . = - .% O
- w ,
w *= , .e. l% 's e: C
.= = C - lO
<? =. O C 'O e r*
. ca. 4 o
,4
%, a.
7.= =
==
J e.~.
. P.
% g:-
-= *.
, e .
[ e. ! a 3 ... '
. O e C
w 4 - c N O N te g o iN .- *c sn sa J : , e C w n l.- i [- I
- o. .=
w e : e C e c : e E :-
'.c 4'8 i
a : : C C.
! C.
1 2 : - - . - - .
.== ; ,.
O 49 l Q "'.
.- l P. l 4c =w s,.
C,
- 85. "
- 6- =
69 L .C.
*l*
c:; wt w .C er "e
.s
, s.
'= l v
,0 l C
.- at a u ; er
- - c., =a - C = a- U T L >
e :3 m at _ b g .- I
- .4
- C w - -
w ** := s C>=. = w % n/*I C n.1 O == L.". C C *- C = E .9 J .m := f: O Ef. = *
- 1 4: l
===
, e.: 6 .-
. g, e
i
- 4. t .. h. r 4 . .,. . . ..* .
- w. * */ *! e..w.s.6. w .. -
)
00alification Sumary of Equipment - SHOREH!W
- 1. Plant flame:
. 1. Utility:Jg!G ISLQD LIGHTING CO. PWR
- 2. NSSS: GE 3. A/E: STONE t. WEBSTER BWR,4 MK II -
Component Nane Hydraulic Control Units II. .
- 1. Scope: [X3 NSSS . [ ] BOP
~
DWG 761E500G1 Quantity: 137 -
- 2. Model Humber:
- 3. Vendor: General Electric
- 4. If the component is a cabinet or panel, name and codel llo. of the devices included:
, 5. Physical Description a. Appearance pipe / valves / tank assembly
- b. Dimensions Width 22"; Height 102"; Depth 20"
- c. Weight 785*
Building: Secondary Containment
- 6. Location:
Elevation: 78 feet
- 7. Field Mounting Conditions [X 3 Bolt (!!o. 4 , Size 1/2")
~~
[] Weld (Length ) ' []
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Yertical):
S/S: 2.75. 4.5, 8.5.14 Hz F/B: 2, 4.2, 7.75,12.5 Hz y:10, 38, 41, 49.5,Hz Functiona1'
Description:
HCU is required to perform by activation
- 9. a. '
of the SCRAM pilot valve and the associated SCRAM components,
- b. Is the equipment required for [] Hot Standby [ 3 Cold Shutdudn
[X'3 Both
- 10. Pertinent Reference Design Specifications:'
S
!!!. Is Equipment Available for Inspection in the Plant: [X3 Yes [] No ly. Q uipment Oualification Method: Test: _
Analysis: X Combination of Test and Analysis: * (1) (2) - 383HAS53 Test and/or Analysis by Wyle Lab / G.E.383HA183
- (name oICompany or Laboratory & Report No Y. Vibration input:
'l. Loads considered:1.[ ) Seismic only 2.[ 3 Hydrodynamic only 3.[ ) Explosive only 4.[ ] Other (Specify) 5.[ X) Combination of i and 2
~
- 6. Method of combining RRS: [ ] Absolute Sum [X) SRSS [ ]
- 2. Required Response Spectra (attach the 9.aphs): Attached
- 3. Required Acceleration in Each Direction:
S/5 , .95g yja . .95g y, 3.639 YI. If Oualification by Test, then Conplete: ' ~ ~ ~ ' [X ] random
- l. [ ] Single Frequency [ X) Multi-Frequency: [X ] sine beat
[]
- 2. [X) Single Axis [ ] Hulti-Axis 3..* No. of Qualification Tests: OBE SSE Other (specify)
- 4. Frequency Range: 1-33 HZ Hor.: 1-100 Hz Vert.
5, TRS enveloping RRS using Multi-Frequency Test [X 3 Yes (Plot TRS on RRS graph [ ] Ho
- 6. Input g-level Test at S/S = N/A r/B = N/A y = N/A
- 7. Laboratory Mounting: - *
('as field installed condition)
- 1. [X3 Bolt (No. , Size ) [ ] Weld (Length ) [ .
[X) Yes [ 3 No [ ] Not Applicable
- 8. Functional operability verified:
- 9. Test Results including modifications made: Test completed with'no significant damage that would result in a failure to SCRAM was identified.
- 10. Other tests perfo,rmed (such as fragility test, including results):
Fragility Test - No damage to equipment.
*1-50% of full level 1-10% of full level w/o suoer-imposed sine beat 1-100% of full level with saper-imposed sine beat if natural frequency is between 1-5 Hz.
, C11-D001 ..
VII. If Oualification by Analysis or__by the Combination of Test and Analysis, then _Completei .
- 1. Description of Test including Results:Jen page 2. Section VI 9 and 10 '
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [X) Dynamic Analysis: [ ] Time-liistory [X) Response Spectrum
- 3. Model Type: [X) 3D [ ] 2D [ ] 1D
[X) Finite Element [X) Beam [ ] Closed Form Solution
- 4. [ ] Computer Codes: SAMIS Frequency Rance and I;o. of r. odes considered: 10
[ ] Hand Calculations N/A
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ 30ther:
- 6. Damping: 1% Basis for the damping used:
- 7. Support Considerations in the model: Floor mounted
- 8. Critical Structural Elements:
Governing Load or Seismic Total Stress A. Identification Location Response Combination Stress Stress All owabit N/A - Effect Upon Functional B. Max. Deflection Locatio;. Operability N/A . The purpose of the~ analysis is to determine the natural frequencies and the capability of the HCU. A typical spectra was used. No exact stresses were calculated. Since the HCU was tested, the analysis is used as a reference.
r 100 _ i : : isig , , , ,,,,,, , , , ,,,,L 10 - r.n d - c 3 - m -
~
b cs 0
-c 1
_ ~ RRS l ,' ' ' ' 'l i i i e i til i , , , , , , , I ' 10 20 100 200 1000 Frequency, HZ I Figure 1. Required Response Spectra, X and 2 - Axis i (from Reference 7), v- -m --
e I l o I i l I I I I III[ l I I I I III[ l I I I IIIL 100 _ l i j i 10 _.
- I l c _
g _ L 2 _ o E o
< i- ._
1 _. _ i < _ ; \ _ _ t , I ~
~
\ \. .
/
/ -
I RRS
.1 i e i eiitil e i i i eitil e i i i iin 1 2 10 20 100 200 1000 Frequency, HZ Figure 2. Required Response Spectra (RRS), Y - Axis (from Reference 7) 1 - - - - --- - --
r 100 _
, , , ,,,,,, , , , ,,,,,, , , , ,,,,g >
~
~
110te: During the calibration of the bare -
~
table in the horizontal axis, it was _ found that the 11 liz filter in the ~ analyzer was inoperative, showing a - notch at 11 Hz in the randola spectrum plots. Testing was continued with _ this filter inoperative (reference 5 page 62). , 10 _. _ TRS - b - f - am g -
"o O
c 1 __
,a -
( s 1.4 RRS
.E _
.1 e i i ie itil i e iie:1 i i i iien -
. 1 2 10, 20 100 200 1000 Frequency, HZ Figure 6. Test Response Spectra (TRS) and 1.4 Times Required Response Spectra (RP.S), X-Axis
100 , , , , , ,
,,,,3 ,,,,,,l , , , , ,,,
10 - _ _ TRS _ ,
=* - ,
g - . _
'e'>
0 e s - _ -N _ _ l.4 RRS _ j l i
.I i e i i iitil i i i e eiont i i e i n e in -
1 2 10 20 100 200 1000 Frequency, HZ 1 1 Figure 7. Test Response Spectra (TRS) and 1.4 Times Required Response Spectra (RRS), Y-Axis.
100 - i I i i i l'i l l i I i iI IIII i e i i iiIL
~
flote: During the calibration of the bare table in the horizontal axis, it was - found that the 11 Hz filter in the - _ analyzer was inoperative, showing a _ notch at 11 Hz in the random spectrum plots. Testing was continued with - this filter inoperative (reference 5 pace 62). - if __ _. _ TP.S cn _ _ Q r - _ E 2 _ _ M I'4 RRS l i e ie itil e i i e i i :1 e i e i ieit 1 2 10 20 100 200 1000 Frequency, HZ I Figure 8. Test Response Spectra (TRS) and 1.4 Times Required Response Spectra (RRS), Z-Axis.
E41 C001
-Qualification Sumary of Ecuirnent -
Plant Name: SHOREHf.M Type: I.
. 1. Utility: LonG 1St Ana LIGHTING CO. PWR ,_
- 2. NSSS: GE 3. A/E: STONE & WEBSTER BWR 4 MK II II. Conponent Name HIGH PRESSURE COOLANT INJECTION SYSTEM PUMP j
- 1. Scope: [X) NSSS . [ ] BOP Pacific Pump- Booster 12 x 17 Type DSK
- 2. Model Number: Bain 12 x.17 Typa RHrw Quantity: 1
- 3. Vendor: Pa'cific Pu6.ps", H0ntincit'oH Park, CA ' " ~
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A
. . 5. Physical Description a. Appearance 3 unit pump system
- b. Dimensions 182" x 94 3/4" x 73" (Main Pump)
. . .. Ma,1,n, Pump J068.0= , B.cos.ter Pump. ,4000# , Base 12,,900= ,
- c. Weight Gear 4000d, Total.28,5005
- 6. Location: Building: Secondary Containment Elevation: 8 Feet
- 7. Field Mounting Conditions [X] Bolt (No. 22 , Size 1-1/a
. [] Weld (Length _)
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Yertical)
S/S: F/B: V:
- 9. a. Functional
Description:
Main and booster pumps orovide fluid for HPCI system. l b. Is the equipment required for [] Hot Standby [ 3 Cold shutdown [X') Both
- 10. Pertinent Reference Design S VPF2740-1-5 -(Foundation .Plan)pecifications: 21A9223AM, DRF E41-16(2), VPF2740-180-1 (Sei smic Rev.1 (Purch Data Analysis)
*See Attached excerpts Table I from VPF .2740-180 ,1
. 5
E41 C001 III. Is Equipment Available for Inspection in the Plant: [x 3 Yes [] No 1Y. Equipment Oualification Method: Test: Analysis: X Combination of Test and Analysis: Test and/or Analysi,s by Pacific Pumps VPF2740-180-1 (name of Company or Laboratory 6 P.epert !;o V. Vibration Input:
- 1. Loads considered 1.[ 3Scisnic only 2.[ 3Hydrodynanic only 3.[ 3 Explosive only Seismic &
4.[ 3 Other (Specify) 5.[X3 Combination of g sendyn.-4c y
- 6. Method of combining RRS: [ 1 Absolute Sum kX3 SRSS [ 3_(other, specify)
- 2. Required Response Spectra (attach the graphs): Fiqures IA a d 2A
- 3. Required Acceleration in Each Direction:
.36g(SRSS) .369 (SRSS) .41g (SRSS)
- 5/S =
F/B = _ V= l
. - Calc. done for 1.5 g H, 1.0g V VI. If Qualification by Test, then Corplete: .. . . . . . . . .
1
)
- 1. [ ] Single Frequency [ ] Hulti-Frequency: [ ] sine beat l
- [] !
- 2. [ 3 Single Axis [ 3 Multi-Axis
- 3. No. of Qualification Tests: OBE SSE Other !
(specify) l
- 4. Frequency Range:
- 5. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Plot TRS on RP.S grapr
[ ] No
- 6. Input g-level Test at S/S = F/B = Y=
- 7. Laboratory Mounting:
- 1. [ ] Bolt (No. , Size ) [ 3 Weld (Length 1 [] i
- 8. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made:
- 10. Other tests perfonned (such as fragility test, including results):
- Fumps and Gearbox: Rig,id (f > 60 Hz), use ZPA .
-__m--
~ - ,- . E41 CC01 I 'VII. If Oualification by Analysis or by the Combination cf Test and Analysis, then Complete:
- 1. Description of Test including Results: N/A
~
- 2. Method of Analysis: -~~- -
r Base, Pumps, [ ] Static Analysis [XX3 Equivalent Static Analysis J-Gearbox Ig Vert 1.5g Horiz.
~
[X) Dynamic Analysis: [ ] Time-History for Pipe Pump shaftsI 3 Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D [ ] 1D
[ 3 Finite Element [ ] Beam [ ] Closed Forta Solution
- 4. [X3 Computer Codes: ANSYS*, BPDAT, BEAM, MDLDF, STRESS, CODE FLANGE Frequency Range and No. of modes considered: 6 modes for shaft - -
[X] Hand Calculations
- 5. Method of Combining Dynamic Responses: ' [ ] Absolute Sum [X) SRSS .
[ 30ther: 1% seismic -(specify)
- 6. Damping: 2*: othor Basis for the damping used: -
- 7. Support Considerations in the model:
- 8. Critical Structural Elements: See attached excerpts from-VPF2740180-1 -
Table 2L-- Calculates Stresses
- Governing Load or Seismic Total Stress A. Identification Location Response Cor.binatien Stress Stress A11cwabl e See attached excerpts from VPF 2740-1.80-1 Table II -- Calculated Stresses *
. Maximum Effect Upon Functional B. Max. Deflection Location Allowable Operability 0.004 in. . Shaft 0.01a in. None Per University Computing ,
7
fjlll l ll11 ' 1 O*II4 XV... 1 mO' 00 f g F 1 f 0 e 0 R 1 -
)
n i o 0 t 7 i d n 0 o 6 C d e 0 t 5
' l u
a F ( 0 4 a r t c
\ e p _
S 0 3 e _ s n o p I s e R 0 r 2 o
)
z o l H F ( __ l y . a c t n n
- e o u z q i e r r o F H m
0 a 1 h e
\ 9 8
h S o r
,\ l#
7 A
\
I e 6 r u
\
g i F 5 4 7 3 T
\
2 2 0 8 6 4 L. 0 1 1 8 iN
- lllllll'1 {i .'
1k g Oo2
> 9n r Pcc Ku-2 0 . _
0 g 1 i _
% F
% 1 s
\ f R
e
)
n i o 0 t
\ 5 0
i d C n o 4 d e t l u a 0 F 3 ( a r
% t c
e p S _ 0 e 2 s n o p
) s z e H R
( r y o c o n l _ e F .
. u q l e a r c 0 F i _
1 t _ r _ e V - m a h e 7 r o h _ S 6 A 5 2 e r 2 u g 4 i F 3
- 2 0 8 6 4 2 0 1 0 0 0 0 0
?3 ,3 EE#
w li1l1l_
30 -
. Qualification Sumary of Equiptvant SHOREHAM Type: .
- 1. Plant Name: _
- 1. Utility:._J.ONG ISLAND LIGHTING CO. PWR __
- 2. HSSS: GE 3. A/E: STONE & WEOSTER BWR 4 MK II 11'. Component Hane Reactor Core Iso'1ation Conling system Turbino
- 1. Scope: [X3 HSSS . [ ] BOP
- 2. Model Humber: GS-1 Quantity: 1
- 3. Vendor: Terry Steam Turbine Co.
- 4. If the component is a cabinet or panel, name and model Ho. of the devices included: N/A
. y 5. Physical Description a. Appearance Large cylinder on two oedestals
- b. Dimensions 73.75 x 67.5 x 64.56
- c. Weight 3400#
OMIT 6. Location: Building: Secondary Containment ElevatiEn: 8 Feet OMIT 7. Field Mounting Conditions [X3 Bol,t (No. 6 , Size 1"
~
) *
. ' [] Weld (Length ) ,
[] .
. 8. Natural Frequencies in Each Direction (Side / Side Front /Back, Vertical):
15.21.27 F/B: 15.23.34 V: 22.32 _ .
-- VPF 3622-19(1)-2: Terry Corp (P. 9)
- 9. a. Functional
Description:
/Wyle Lab Test RCIC turbine drives RCIC' pump to provide high pressure reactor coolina water. It is nonna11v used durina shut-
.. down isolation events. .
- b. Is the equipment required for [X3 Hot Standby [] Cold Shutddwn
[ ') Both
- 10. Pertinent Reference Design Specifications: GE 21A9201, GE 2'1 A9201AK
~
III. Is Equip;aent Available for inspection in the plant: [X3 Yes [ 3 No IV. f3uipmentQualificationMethod: Test: Analysis:
~
Combination of Test and Analysis: y Test and/or Analysis by Terry Coro./Wyle Labs /Keith. Feibusch. Asso,
* ~
. (name'of Compahy or Laboratory & Report No
. VPF 3622-79(1)-2, 2757-35-1, Y. Vibration input: 2757-173-1,2657-247-1, SAI-SQRT-MJC-2,SAI-SQRT-MJC-4
- 1. Loads considered:1.[ 3 Seismic only 2.[ 3 Hydrodynamic only 3.[ ] Explosive only Seisinic and 4.[ 3 Other (Specify) 5.[)0 combination of nyarodynamic
- 6. Method of combining RRS: [ ] Absolute Sum [X)~SRSS [ ]
' Tother,specify)
- 2. Required Response Spectra (attach the graphs): Figures 1, 2, 3, & 4
- 3. Required Acceleration in Each Direction:
S/S = _ F/B = Y= Inc1,1,5 factor., are max, values above 33.Hz, VI. If Qualification by Test, then Complete: .. . . . . . ... . ...
)
- 1. [ ] Single Frequency- [X 3 Multi-Frequency: [ ] sine beat
[3
- 2. [ ] Single Axis [X 3 Multi-Axis per Plane 3.. No. of Qualification Tests: OBE 1* SSE 1 Other
*because of test n'ature, considered equiv., to 5 ,
]specify)
- 4. Frequency Range: 1-100 Hz Figures 1, 2, 3, &.4
. 5. TRS enveloping RRS using Multi-Frequency Test [X 3 Yes (Plot TRS on RRS graph
[ ] No * *
- 6. Input g-level Test at S/S = F/B = Y= _
- Graphs appended show measured acceleration at control points (accel 1192) ~
- 7. Laboratory Mounting: -
~ '
- 1. [X3 Bolt (No. 6 , Size 1" ) [ 3 Weld (Length ) [3 Bolt to 1" steel baseplate which was welded to test table. - "
- 8. Functional operability verified: fx3 Yes [ ] No [ 3 Not Applicable
- 9. Test.Results including modifications made: Install stiffer sDrinQ iM III
_ val've,
- 10. Other tests performed (such as fragility test, including results):
, t'i 'i 12 -
VII. If Qualification by Analysis or by the Combination of Test and Analysis, then }i Complete: .
- 1. Description of Test including Results: See previous page
- 2. Method of Analysis:
[ ] Static Analysis DC) Equivalent Static Analysis [X) Dynamic Analysis: [ ] Time-liistory Of Pedestals [ ] Response Spectrum
~
- 3. Model Type: [ ] 3D [ 3 20 [X) 10
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. [X) Computer Codes: E3 SAP Frequency Range and No. of modes considered: 0 +900 Hz
[ .) Hand Calculations 5, Method of Combining Dynamic Responses: [ ] Absolute Sum [X) SRSS [ 30ther: : 2% Hydrodynamic (specify)
- 6. Damping: 1% Seismic Basis for the damping used:
- 7. Support Considerations in the model: Fixed succorts
- 8. Critical Structural Elements: gSI Governing Load or Dy namic Total Stress ;
A. Identification Location Response Combination Stress Stress Allowable Top of Pedestal-Shear SSE 3.6 3.6 21.45 , Taper Pins in Shear SSE 15.3 15.3' ~ 61.1 l Effect Upon Functional l B. Max. Deflection Location ,- Operability p....._. . . . . . . . . . . . - . . . - ,
* * ' 1/4 i iiiiiii i i i i i i ii i i iisiit 100 _
- 10.
- _
- O, ~
Q
- p HORIZ, TRS (Z-Y AXES *)
g . REF. 1 P.12f4 - h - 5. p
$ 1. _ .-
d _ RRS (SRSS) 8
! 2% DAMPING _
HORIZ. FAULTED - (SEISMIC USED 1%. DAMPING) SECONDARY' _
) /Ter 2 CONTAINMENI F~ c, v e s ; -
ELEVATION 6 FT I I i iI I iI i i I iiisi 0.1 e I I i i iii t 100. 1000.
- 1. 10.
FREQUENCY (Hz) Figure 1 Overlay of TRS (Z-Y) and Horizontal RRS
*Y is Vertical Direction
[.
2/4 i , i.., I 1 l 3 g3g I ' I I Ii1 l_ 100- i 1-
- 10. ~- -
0 .__ [g s -
\
VERTICAL - TRS (Z-Y AXES *) -
! REF. 1 P. 133 3 -
=
c n
&* l}
h -j V : e - _ x
\ ,
RRS (SRSS) _
. 2% DAMPING -
Rer a VERT. FAULTED r bo. 2 .( SEISMIC..USED 1% DAMPING) SECONDARY N CONTAgNMENTELEVATIO I i iii, ' ' I I ffff 0.1 100. 1000.
- 1. 10-FREQUENCY (Hz)
Figure 2 Overlay of TRS (Z-Y) and Vertical RR$
*Y is Vertical Direction l
t i t
. P'*.r "
y---
,w*y-
-q-, p- , - , -
-~ ' ~ - ~
., ?. ,
, e 3/4 100. _ i i i i i isi i i i i i isi i i i iiiit t
- 10. _
1 v - en _ j' _ ) - HORIZ.
- TRS (X-Y AXES *)
F REF. 1 P. 89 - _cn E g ' 1. C _
"i - :
0 RRS (SRSS) - E - V 2% DAMPING HORIZ. FAULTED _ (SEISMIC USED 1%
~
DAMPING) SECONDARY r Rer 2 CONTAINMENT - p ,3 , ELEVATION 8 FT I i 1 Ii8 I I I I IIII I I I I IIIi 0.1 1 1000.
- 1. 10. 100.
FREQUENCY (Hz)
- Figure 3 Overlay of TRS (X-Y) and Horizontal PRS 0 '
*Y is Vert,ical Direction t
WFw ?;T**?*v- - + * . . . ., . , ,
*' 474 100._ i i i ii; i i i ,iji i , , i ,,it n
- 10. _
A , _ (1N o VERTICAL -
~_ TRS X-Y AXES * -
REF. 1 - P, 97 _ r n 3 _ _ S e
& N
$ 1. il g _ r g _
D RRS (SRSS) :
- ~ 2% DAMPING
\
\
VERT, FAULTED - (SEISMIC _USED.1%. N6F 2 DAMPING) SECONDARY i- CONTAINMENT - ELEVATION 8 FT 0.1 iiiii i e i ieiii e i t iiiii
- 1. 10. 100, 1000.
FREQUENCY (Hz) Figure 4 Overlay of TRS D(-Y) and Vertical RRS
*Y is Vertical Direction L . . . _... _ .. . . .
~.
Oualification Sumary of Equipment - Plant f.'ame: SHOREHf.M Type:
- 1. _
. 1. Utility:E G ISLAND LIGHTING CO. PWR _
- 2. NSSS: GE 3. A/E: STONE & WEBSTER swa 4 MK II
- 11. Component Name 30" Wide Local Panels
- 1. Scope: [X) NSSS . [ ] BOP
~
- 2. Model Number:(H21-) P011. P016, P035, P036, P038 anmy: 6 P073 .
- 3. Vendor: General Electric
- 4. If the compor,ent is a cabinet or panci, name and model llo. of the devices included:
... ,,As Attached .
_.5.~ Physical, Description a. Appearance Open Rack
- b. Dimensions 30" x 84" x 30"
- c. Weight 500 Pounds
- 6. Location: Building: Secondary containment Elevation: 8 thru 132 ft,
- 7. Field Mounting Conditions [ 3 Bol.t (No. , Size- )
[X3 Weld (Len9thl" 912") . [] .
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Yertical):
19.2.28.7,48.8, S/S: 10.6.18.3.41.3 F/B: 56.1 Y: 30.5.45.6.76.0
- 9. a. Functional
Description:
As on panel device list atached for each panel.
- b. Is the equipment required for [] Hot Standby [ 3 Cold Shutdown
[ 3 Both Pertinent Reference Design Specifications: Reference 7 10. 3-32
l 111. Is Equipment Available for inspection in the Plant: [] Yes [] Wo , fl By similarity Analysis to tested Zimer/ 1Y'. Equipment Qualification Method: Test: " LaSalle Plant (s) Local Panel ', Analysis:
.Cnmbination of Test and Analysis:
Test and/or Analysis by SAT Reeort No. SAI-029-0A-80-PA (name of Company or Laboratory & Report No Y. Vibration inout:
- 1. LNJs considered:1.[ 3 Seismic only 2.[ 3 Hydrodynamic only 3.[ 3 Explosive only
_5.[X3 Combination of 1 and 2 4.[ ] Other (Specify) *
- 6. Method of combining RRS: [ ] Absolute Sum [ XJ SRSS [ ] (other,specify)
Attached
- 2. Required Response Spectra (attach the graphs):
- 3. Required Acceleration in Each Direction: '
0.5g y. 0.49
.S/S.= 0.59 F/B . '
Y1. If Qualification by Test, then Complete: ,, ,, , , , , ,
- 1. [ ] Single Frequency
[X) Multi-Frequency: [ ] sine beat [3 [X) gyjgt.gxts
- 2. [ ] Single Axis 3 SSE I _0ther 3.. No. of Qualification Tests: OBE .
Tspecify) 1 - 62 Hz
- 4. Frequency Range:
- 5. TRS enveloping RRS using Multi-Frequency Test [X3 Yes (Plot TRS on RRS graph '
[ 3 No
- 6. Input g-level Test at S/S = 3.2g F/B = _ 3.2g Y = L.
- 1. Laboratory Mounting:
Size 5/8 __) [ ] Weld (Length ) [3
- 1. [X) Bolt (No.12 ,
- 8. Functional operability verified: [ X) Yes [ 3 No [ ] Not Applicable The tested panel sucessfully maintained
- 9. Test Results including modifications made:
its integrity during the test. - The class _
- 10. Other tests perfo,rmed (such as fragility test, including resuits):
IE devices were tested separately for determining seismic capability. . 3-33 L' . . _
V a SEISMIC QUALIFICATION REEVALUATION . 30" WIDE LOCAL PANEL CLASS 1E EQUIPMENT Panel MPL Ref: II21-P036 System: Core Spray High Pressu~e Coolant Injection Leak Panel Dimensions: 30" Wide x 84" High x 30" Deep Detection Panel B tocation, Elevation: RB-0 . E55 IAL MALFUNCilm LIM ,yg Sil!MIC EVAll'Aillitt SUF'41RV 0(5thlPil0M PURCHA5( PART DWF.. g IU N4 M AL IP[g ((NCj]) (41 N00180 Pressuoe Switch 145C3009P001 A 10 10 10
~ ~ '
- ~ ~ ~ ~ ~ ~ '
19.7, 78.7. 4R.8. 56.1 f.b: l(41.N005 Olfferential Pressure 5=ltch 145C1009P010 A 10 I! 10 I 10 I s.s 10.6. 18.3. 41.3 } -- - - - -- os v: 30.5, 57.6. > 60 . . . . _ I __ I; e : : b2 4 ; m ___ __ 7.0 pat .I.RA.N.V.l_%..IT. ,,I f f - _ _ . . f.b: 6.0 } A s-s: 13.6 j ,
~~ ~
v: 4.70 . . 3.0 7P4 FROM RR$ At 203 : : titvallon f-h: 0.5g ! l_ __; s.s: 0.5g : j
~~'---
v: n.3g g
~
~ ~ ~ ~
i . 4.0 MRIlftM [IPI UTG M AK : I Af_t it l RAl lfd3 . _ _ ._ , _ . _ _ , . . f.h: 1.0; j 1 - -- - - - - . - -* -
.: 1.411 l ..L .J.. __.._ _.
10 E W . T in'4 fd V,."4. 46 7323
' ~
- 4 5 6 7 -8 9 1 2 3 4 s 6 7 8 9 1 2 3 4 5 6 7 s9i i 2 1 -
9 no
!].; ll l b f h ff ! !
.f h h 1 ! ff l f l: hi!L.!l .f L.L f-- fU f
- f l l i!l b l' !h! h !Iff f,f 9 k' .l l. .L a.
<e u:: :a .!U. !.J! hp j!r L,, .J i 8 a l. ;: : 1. a.. u l , -
..,. .u 2: .,.. .: , m 1. 6.. .l::
I: # BOMi 5
' ' hi iii; :
. !: i.
u; Re f" Fj ji ii;
.:.. li,G.a ! ...i N i4. ,U.,,, !I.lLCO Docket, l in
. a' a i
. i. ! [ i:. .i o3 '1 , n.l,i L .i
, .i .
a' ..i n: i
.p .
p ic i :j i a
.. i,.i .. ,
y ,: -
..l ..I ! .- a E i. p ,i hJ :!U d i 6 z.i . i i ; n q
l Ii .Ii .j li; :_g : _1 - ' 'y .; L: y l L d l!!1. !p, ap Li: = _L.l_ nl. .iii ..; 6 ih, ..] !.!: 2!. ! ! r.
,j. .;ipl
,e
_ j :_. :ii 1{. !l::e i; ; ', " '
, ! in t D.ij . b.- ,
f N ' j in l :in
' . .I ii:.
.;.! t
}-pl n. j,g p.':c ;p.i:( p:,p!!
.i' '!., i .d s
. ' . c. i q! d Q. tuj ,q. a j; .t
..q.
y:[a .h . 1.' .., xh'- W. _; ; g4 q: ._ .. d.. {.t.} 5 ,,
.j 4,7.
Ii. { l ! :l; l } _. : ,r p. ; lL a
- l' lh/ . h 4 ,; i ql
[
/, !' .
j [gl
.i i : ,
.]h[ .1 p.p,p
} ,f j 4 .
1 . .
.l!
,f _J p . __
l.fl _ ggd 'q ,
!! l ll i
_h 4
! i J I d,l yll I h e -!- - l3 1
il l l 1 db : l[ :{, 1j lh!p Y .1 t h P F . i
'\ lf4 , l ' j liii &L q -
id: 9 l ii l l::
- !'i -
,i l i in . o l 3 .;
14
- Jl. .q g u - 1 y . L.. a. ..p .g l 8 7 _ .._
..f.
. _. .ii3t .t ja 9 l jt ; i 1 .] ! . :.a. 9
- il 3
- r ,-
L;. W I q., '.: ll , l'
! ! t
..L j I
qi b L i
.d..ll il j .a
- , ;u , lJ . l
, t . :n. .1 .l! ;;;.
l .::! i"!v. h]k.j
- l t : L . . .
j ,. j ,' y
- }t n 1;hy j jh -
- i , ;. t. nt; ; 1 :'
l' : :, i 1 .
- l 1:
1.l.!
.p f hpp d 7d[!. 7
} .1 :
L !! ! _
,IiI\._
f, f, h.:._
]l 'l
[ ._ il, r ns. I . ..
.; l o I I .
. i
.m
. :l',
[ 6 i,
. , I , .I l .,
n
,0 i
;i
,- t il l t :i . . i h4 i i, : a1:, .J.h
. . m ,
i l bil. i , y ; lii i i o.
. _. _ _ . . 5 g
. i .
. .t i i . 4
- l
{ i i l d..! _ 4 I i iI p'l t l. i } i , IU i i i
- S
,,, f i. l 1 ,g i l. , i I l 9 i.
I li i E ai j i ljl
, i .i. i 3, ci .!.. i- so tL, lii po i ll[.
a [- i:a
, l l l ) i i I n
jj I!i l' l l p p i, l i 6 l t l l l .t .t .i:! q i
. , i . ,
e i :. ; l :. i i 9 , : i f l'y , in . l ' ; l
;.j J l
I . I gc , . ,_ ; . .
-),
q
.j p ;: Q qA [
il,.l 14 i [
. .._l
; f J A{t_
Q pJb 14 41 j{ gi l p }..J. . d tjt yi it
- j. 1 tL 3.
km a f1 Q S
,.f
' ' I l. jf i'& M
[. ) il ! } -
$lli(( $
' i a.
! ! ild 1 ,_
l 'j
';; P !a -
p hf. . , . . _ ._ __ . _ 7 ' _ _9 _2_._ 7, 7 !
- il I. ., k; ll[ k ,. Nh..._.4.. . _e . .
,.Q .L h.If !
jl !II II !
% . i Li_ h 3 .
h fl @ 1 .... .'
!.-f'! j [.. Ji i ' j. .$
h iU h !! [ d. h @t !. No ! u ;.. ..! j!. ]. !ij l. O_ .:- h _. . . _ f j l Nlliph [;[ f!' 1 ly f I j ; 1 f l du; I! ;! !!u l0 .jiE m!! s 5 ':ML s ,
., i 4 h, j!n dj!T.jn j ;' if .I . j .
'- i I j n i,-
l ; .i i : . l 4 ., i .
'j_ 1
, i j bl!; '
f ..j. 4
,f {[
f' [f f. ._1 1 [ .I dl l _L L f ] j ll . I. 4 , . i ga - - e M i! i i
'p!
l< h,gl i : : n n f, . f i', ki d 2
- i j l Eqi N I ,h ! !
h i I. l ad $l 1. ! I ! l f ,pi l :~ i j i : ' j
- i y yj M h h:y i ,
h ,-[ lb y 'L '
' 3 I+ j! % tp l
; -j- j m J !. i
-lli
.a ih r i
[I i!; ' l! . :!i!!U f
}ft 6 dj i [! l:!i T.
- I l ! !;hil. I lh h JD I ili! !! lj:l . . ij :l! .: .
- b. j II WM I-l [ lh !if E $
ti!l:!! $
.i l
*y ;f 4 ;
4
' i- L A
d ; mquenk % N .dl !d fi Y : hi c i ; 8 1 i ;h ad' M i
.n !W ud ri .!!. .'
p [: .' ll[ N .;. c!;.;[ll
,[ '; :(
t . AU i. l> ll' .- 1 .. .
' l,' t pi :.-
- 1 o f.. ,
t' sn Wha o,Hi.g ; iln
.i. F. y i! .,' , !
l' ; p'l. ! .II. t z,. 1; j {. i , P: i. .n ,i i , l o. i
.. ..i, I, ,
. r,
, a
. ...: i
-i ,
p 6i .I I. i i-i
,. .n i. . ... ln.
. ..,. h.
,..,I l
, ., 11 I. :. :l
.. i.
i , e n. tq :. ,. 1.
, !,l I l,i
. i i i
;, ,c:
a ,il. i. 6 .h
; h, ,
c . ,, .,,, .l m.I il.,. i s a n: ...
,s
.g. .
....lu
- ai i- i. .
,!. y .e ;. i!
k'i..I i . 1'. i, .{ I , . . l.
'l i.;
ip pl i.
. i.'
il . . itl l'!I.: i , ilo !.j n.. i l i . . i i i l alpLI., i,, ,
,y th I ; : . . .. ..
I i , n.
. .i. $:.,i' g :b'i{
i l 1 i l ' l. :!i l
' -s J
- l. p: ,0 l
1 1 i
.,. , -a l ,,
h i .__ __' _t se !i mu 4 i,i l
' 1._l.Ltl i
l j h Up sh [ r! > i l l - l-
.I l
L {lii. t i,. l % t
^ -l - ~
.i _. . . .
. L 6 7 3 'i500
~
e, 7 R 4 l i 2 .3 4 5 67895 2 .I 4 5 7 1 4 5 Frequency Hz COMPARISON OF ll0RIZONTAL RESPONSE SPECTRA
H E Ei 2"Mn"'.T2". 46 7323 i 2 3 4 5 6 1 R 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 -891 o - I 9 l .f - f ! ! bk I h
- 1. L h -
.bf_ g. . i .f
.il h!
fia.!I..!.Li h h -- - h .d b h - If h
.b Ljf jk, , L hI I 9 8
R . .;
- .}
I
- h. .l I,. f .[ .
[ :4;! 1p !i. p
.-V
. i .
g h
; ,i a;>
-le
..lj i
i 5.h sah l j' _. j_ .
,a g- - ;L{i 6
r ,g
..ll l
l .ie- p ; h.1. .u. . i 7 3-l l; jIA L- i- ! I i g # I [ h]: l
---f - t h:f f
} d -
N:h l ! --- I:f'- f ;+ fII f di:!M .b 6
..i.t. . ._! .
- i. : I.. l1 .' p; ! . i!m J1 -.!h l
. l i: ! ! ! 4 # . i A !!G( . 1. : ii!, h ,
6
* .' j ,-
il I' I j 3I j' ii jh l l l ll l .! . f.. , I l l lh l! i Il ji ( ! l i
! !i l!l!l;li' -
l' i :N! !!i 5 . .. q' . . '._ . lj i . t .. .
. . . 5 4 !
l !q _; . , ... _3 l jj! l _j .]f..f1' L hi' .7 [ 1 l{. 4
\
i p __ _ f , _ .. ,
'I 'b. :
ai i y hi!! _. 1
'l( j ! i ]}l [. /lu "
4 1 ; i 1 ; is 4 l j' [t.p 3
. L J. . _ b hl)! l $-
.J l l NIT %_.i 1- 7 I 4
i 3,.
+
UI i 2! _4 j ,'I l} Oih ll !!! MI! q!_.. i I Ihl5_
.j
! l' l i.N '
. ! j hjl l' '
3
'j l
-lt . ! !" l'l b - - -
l I ' "' t I, 2. llE ld% I.E T b
- h : j!
- l ll 2
-l: : .$ @
dik
- t g a i- t; l t i i i i i l
y ::; l r : L
; L
'b; . 1 .
v o, t f
; I i !
j
, j n
.c j
i : I 6 .. i j t l i ep' j , h m,j , : t i.. e i / i i ' I !; > l I I ' d I li l' ,01 _ ' . , . ,f i 1 43 lb "II I [. [h f7 p 48 " ,,5 1 sp._ !p
.t
}
.1! lHM I"'tp 1. k ,th. 11 , 4. 9 d{f
_.._. { . . __ .._ .. _ . ..__. . 4 E8 a.' i N I ' I }. N__._ _._ .._ _ J . l... .
.4 ! ! 1 _
h .
!. ] L .! _
.j h.
j l[ b4 R MD jh _I k {u :' .i ~ i
....,, ! d D'
t
' l d _ .
dj .i J!@l_ .h@ .' Mil 7 l ! pi f[g
;i ; i l. lllj ! t j j! ;p h!
[} M
..llS' h l [
y5 Al Q 6 8 ' t {. 1 g '. 4 4 . _ {. l
..f e
]J -i s _
i
! i j
i
;i .
l . d 4 . . _ ._ -._ _ [, j I n , Q !n l i u..p : I. !i.l.a', g fi i- . I* ! l l- I - - i yh H
; l 4 . j_ , , l l , h _ . _ __.
I bj; l l
, c .f ., y[ 4 4 .
! 3 p I ll j
Q g 3 _ut ._ __ j.. 1. j ]p%j_ _ . y 4 _ J ga... J l y,8 3 4 l - u - - I pii- a:. 1 g
;. i i l
<+
l
,l I '
i !j
- y. ll. l' HE, .l. M 4L l f,'. I I
W I l l! i !' Ilb f l ! !!i [II
, ! Iq ,'
, 'g ld l "g "i 2
~ * ' I i .
. ii
- f. 1 >
$il':II' 3g T:$1PNd
.. . I i . f' ',
I ll ll k j l l4! 4hy hide .b sn h d (l: l lif; f "! !h,
!l l
' f '
! 'th.p l l l0l l i l,; fl. [,l h.! i l lll M l i a ! ,
l l l. l .. _
,1 l i .i y I L i
.o .
i 1.. . , ni p
. . I i i . 1 : l ! . l i ; t l . . I i l. it .
n 6 . g . i f i l i I jpl 4 i e l l 1 ir i d l
,1 .! t i . _
l
! ill . .1 .1, . $ _ J ll l iw ! ! ! 1 l F '
i i f I I 2 h 5 5 6 h8 5jo j 3 4 5 6 h8 9 i# 5 3 4 5 t'. )8 5i Frequency Hz COMPARISON OF VERTICAL RESP 0iiSE SPECTRA
-ez ~ e c , m N -
e er - e .r. . e e- c. g
="-'1? #" = .. . _. ===
- 2 u -+ a w . % - n M==2---.:= _ . -.. =_.. . : =h =t = == = =; =1 = a - - - -- = Wm . * = - . . - . :My
,, M $--32-3 _ . .
_e__ ;it-5, Tiz'7%"-f_Mi5 _ _ _. IN O 5 '4 _ 'i+.~=_M.*'.'i?.._- ia7 5__ 'Wiff Ill:5~ d 2 ' Tr'=d y n,
- =_.__ .t
. x = _2_.
___4___.-=r=_.=_ _- .t :=r: . _ _ :_ =_ .: = ~ - m ::: _. : __-. = =_=__.-_._::==---: = y
= t :;_._L ::-; = 1.
9 ---t-- m -+-----
----- - - ra : - . -~_ __ . .
_j q
- , :.:. _; . . n. u t:_---
~~- - - ~
C -. __. - ---- - - - -- = : . : - s '~
-___.._._ ,_ _ _ , .... _ _ . _ yj._ ,r_._ :
-~ . _. _ _ _ . _ .._ ____ J o aVM u 21. .=j:=m -9.=_=..q=.: i _ _M 41L K= +%~ ;_LM- M - T =_=1 + y i=.=. _=_= - .=__=_ _ =_ =.= - _ . . .d '"
. -. .m_m :_m _.d-____:--
.-_: m_... :. .._--c.2.:.-._-_.2._...__
. . --2:-- :
m -_ . _=. _::_::. v_: ___: _: c_i :-_. _
. :. _:=. .: 2.__ : = - ... _-- .r. .__- - =_. =_ r_- _ : --_. u_2._. _ r. _: . : : . .___
__ ___ . o
- -- - " - - - - - ;_: . _ .c
- 23., :;:: : p .2: ; _.3-- - - - - - --
- g._E. .- t- _12 ._ __ . ---
1 -: :% -- t--_- -- : - 2:- : a _, _. .: : q : _A_ . .t.===:=--_--_-- _
=: ;.r =: _ : = t-- 23 - m --
.._.m g - r .=
o
^
M' M w __ --tf -'.__.__ __._
.,_...._=._._ . _ _ _ ....____ _=- -- _-o __ . ._
- . . . . . . . -p- . . .. _ _.m .._. _...._..... __ - .-...._. .. _. _ _ . . . ._
___ w - _ w ,# -. _ m ..__.4
.__4,...._ J. T. 4. E3._. _ _, .
_._4 9_.. _ N.
- 3. . . . 3 .....! ! _ a
- Q . . _v. . . . L.__..i. ...__2 -
o N
.m
.p. .. gr _ - , e j
7_ .
.,._. s,__.-._ ,
L---- m _.7.. 7._,. . _ -{ . 9 _9 , , ;-. _p. , ,
. ~
f : 3 j . ~. p- i I
-t. . .... . . . _ .- - - -_ .L .. . .o.. - ' .-- I ._ - . . --4._... ......l_.--._
*~
{ ~
'N t l i i m . + a.
E' N . l i . l 8 l I
. _O
@ 5N' 92;k :7- .- INN W.21=7:5I :S;.53:-5EI ~ ' i=:~2. _
--$- ~
T * ~#
"_'b. .i s. .-i.-'~j .s. i. ur.a.3'4."id.2i.r.3
- t -. id:: $.:.0:'. . J. . i _-~.h. ..-_.--. -i -i :
2~-
--i'~~i.~._._. . 1. ._9_ -i.~- _-.-i_R.. - . .~f. . - Er -_ .~N_- _ . .
~ ~-N. C - " J- ;E z a .._: ; :;-. .: - r----t:_ 1:=:*- -- -- --- = ':_ :=_=
. Sf =* _t.--*
. . - - ^.._1..---.:-*.. _,._ $ _ --:._-:'~~- ~$'__.::5 - ~ ~ - _-- .1._. =^ ..___.__.:=
- .-h -.n u::_:_; _ . - - - - ,
T.-;'r- --1._ It-----t i _ _ _ ' - -
- e. - -
.e
-.m___..._
j _ . - _ . . ; __4 , =.,._- c. 4 . s s. . .+._ l 1 - 1
,, ,. f + .
1
., N
_d5 .5 2
-[i!N b_ -- - 2 -
d ~ E
.d: u==: : : =
.- . :: -2 : :- =~ - -..:.:.=-.:=:
I. 1. t ~ .; - :- =::::=- = .--- 11 : z--t.-- :- - - - -- -
- a . tn =.1:.. -v: m ~~1= :.===~1- ._= : ::: ==:==---
3 1-q
;- ::::=
--'------3--- v =:2 4 =:k:=..-.=a- - ~ ~ - - - - - + - - - - +-n.-~~----:.------- **
--- + _ a _.
. ;J2 : a.pi- -"
e m. {[i~~Y5d C3 _. _ _ . - . + _ - $ ' :* - ._ _ - [ __ . _~_ _. )) -m cy 7 o g 6 j ' e
.} -4 -4_...-f._+--._< , 3 -. _ i . - .a- ---+-_ i- L i
j + _
; ; .4 % 1.-- - _, - .
N. f I --+ i
-N
-_...e-.4 .-
; 4- - ._ ~
3 l l , , ,
-, t _ _t._ m- , , y~ _
t - - - " " ' - - ' - I-. h {_ -. i l -
~1 A4 ..*
i '._ T j l- l - I w
,a -._4g x,-- ,
I - 1 e t i
- i. j so u1 O j l } \ l ! i '
l 8
~~~~~
W "T ^*'N '~ "I i j i % i a i i em . , . .
*- l1 I
-w.u' v= * -
=: ;.:_: ; . 2
_+
-.3. . .m: _ 3 = ==. :- . - :2 2 r __ ~: . .: :-:-_.1..=__ 2- .:.: -:- --- =1,{ _= - : : q - __2 -
_:1:=1:- p
- .::= . : :z :- . : =-_ i
- ----h- . .. : 1---
3 f, e- ..--._: , _ . - . __-_=_=__.._._..--.d.-~.___*~_~.~~-i..=___..-_.:~.~~~ d ,. __ _ -... - .. ._-- _~.._ -_ _ _,.. . ---+.... 2:2. . . _ - - . . - , . ~ . _ ~ . - -.2_ . . _ -. - - - . ~ - - - - - - . I j ,
- r. ~_w.. . k J O-~.1. ". t-
.- -.__4 _ _ _ . _
_e _a g.
.* A.
. _ _ - c,4..._.._,.-..
. m . 3,- _
4..__. .-____..+_4 - . t.. -
. .++----..--.j+ - ___
_._-____..___ __: _ _ _ - _ . P%. p,, _ W.
'~- .O sa g 1 Tw ~
e. MJ
~ -~_ . .
1
- g. v i ----t - .c f .: n . 2 tt".
c :.2 :. _. _ .._. =. :=
._=_=:._~^. g
- _ _ - _ - - - - - -_.;2,
.--4_4_.. - . - .. -
- ^- '
--~
. - _ . _ . .. h.
_..--:._--,--4.--_-^-:=Q...j_-.:-.-*-^::.-3.'.~.~...^".-g-^._-'~2.--- _=.. _3. .;. m --y=._--
;g .. :. .:- _._- :_ - __ -1 --
2.__.1'~=_~----_-_m__I.-..__.,.--___
--'"*".;~1*')-'-'-W
---+ c g;.a_ _. I-~-.. ____-..--.7-~1-"T'_---.-~a.__;.N-*-'.~.~~-~~_-
- .. : r.-- ;; _ . _ . ;; .
.; r
-"J-- .
- _ . . . . a.u
- u. . . .. . - _ _ _ . _ _ - . .. _ _. . ;. ..- - - _ . . . .- .
.;-.17; .
-- _ E1 _ . . . - . . . . 4 -
4..__.- . _
- .__ c - s
+-s s.L tJ . ._
_.+- _ ,. . . . . . . . . _ _ . _ . . .i.._.,. , . 7.-
.4.
9 ____] E ' 1 I I N. M ' .N 1 ..a _ . l . S
. 4 _.L. C ..*r
.b..%.
1 i
-4 i
._4..
._6....__&__-..
1 f* 2 I i $ i
.__4 .
.c . i i
*M __,_gG..
_ --q' - -.s_ . . . . . . _ .-.. . .
-._a m a.
g _. - .. _ . .
.i._. .p - . . . ._ . . .. . ..a.- .......-a
~ e .. . _ _ , . . . - -
.g
. 4 .
4..._, .. 6._ . .. y 1
.: ac h 4, r w m t. ~
-ae ~ e e = m W 2-4 -5,6 UO@B ldh
O ' M E E .' W ais'd V.!/l " . 46 7323 I 2 3 4 5 6 7 8 91 ? 3 4 5 6 7 8 9 1 2 3 4 5 6 7 89 1 ' 13 I 9 f l- h h f fb - h - -- b f jh - h h -- - f!N - . h ,l. h f ! hk
- R e
...[..
d IU th, ... p , 4 L i It.} .c. .. . . _. _db.._ 1 4 ,. 1 I- b 1 {l L.; , .f . . . . . . . . _ . .._ If . li. ! ! ., ,!i {h lk d'; ;'l 8 M kill ad frMO$ s- T'R L -T .U h; . 0 N k I L I- l; i b'!) ' d N' Ui ! ! !' $ ylt k i i . bc rdwer PU nti i. 6: - - J i!.f -4 i . 6 I-h f:i1)l I b kb i 'h bkA(dll38)k - - k -
* - - L !
hI I '
. I-III k I- -
!!fh 6 5 . _
Ij '- i }i
> I . I _
_I _ __ . _ .. ..
]!
D1 i M i ; 5 4 ! i I J
,1! !!' _ .._ .. f . . .i
! Lif ' i l d __. _L_ _. . . - ... I .l u .
_. l.! ii . .. . 1 ! dt 4 l' it _1_ ! 4 pl f jf i i i i .
.] F l I , iM . i, ! 11 P i ! ! ,
l l
- d l l II I i 3 3 _ . . . _. [ _ _ .. .. .
d .
' f" I l' i ! 8 li !ii j j f.1 11!: !ili I yl ihi ,
,l lu :c,;:
I i! d!!
;, J l ( h: I ; . _ _ . .
l
?
_f j l- l u y _ ll 4 - . i ! l .l. a 2 l l, ,/ l .: , l
, it .. ,
j . l
' 3' f l i
! LI__ j i
!i l.. -!;
'F 'l! } i s, L. t ! I . i
;' h ui .,, . i I h . I
- i
, I t
l t
. a i 19
' 7 p
i l
. i : .
} f l ll
- 1. i i-l li . '
p; .'.
' i q)
.. i j t l' ' i
+(f vi ; I jI, 4 e i
u .. .. 7
- p. ;
4 ef, jg i _p y a . h ] hy _' -f " d : f_i[ijiM(h rti'c NC b b)
- ~~ ~~
f! !}pI
~
! j g i 1 K: .;
g'g(), _i . .. i W; (I f..9 L . -F! i
!}P.
.._. __L d . ..il' ,L di i i$ .I d....i.! I i >
t t. J,. _.d i %7 u _'.[. i _.___ a. 1 i [i'.i' L i t i i . O . i lc.G i i k' l al..I, i I j d. I: *
- _I
'_u as.6 1 1: 8 l .JJ -
I t .l . .! I: I I' ' I ' k b. I!.. iD: h: 6 7, _- _ .
.. ; : j i. : : i
/j i
i : : lt h U:IH
- l;:,
i f.'ji i ii : m . . . g'* ltl ".: ' i L
' ! ij:[i .l : l J
i 11 j cl 5
}:[i v5 ! ! . I I
[-- g - .
,,/
4 { j p b l.. bg f 4
.I,,-
(p:' a p ; j 4 _ !.. ;. , . 1 ._ __ _ . . _ _ _
- j. .
}
}. .
.f f
I di i l J I ! l
! I i ! ! ir ! :
r
!! i ! i
! I - -
! I l !
$:1F ![.A J !! k ig i mh [Ul r 4:
3 a.:li. L_ l o !) '..li ..i L. i. i l -. . li -
}
I i i ! ! 3
'1 3 i
ilj' t is i [f i i ii T! i i hi p T - 1 h, i. 9t dL;. i I: l l ..
] ii. .,
c
, I t
i
.l ,
h i i.n. Il l. 1 . . i
!!j!
l . . l. j
. :I I!i l' lll. l. ; .?
_ L d' ( ' ffL {' I d _- ..__. L l
., JbI j l b b !
.,_b .d L. .. .
t
\I
.i,l.
'! 1 . !I k ?
- 4. . i ',li!j !d!M U I
!!: 1 ,! l
i ! L i p. i.I li i, I Ig (i l.g,l! 9 le ld.
I ( llld
. i i i '
p' ll i j l ' 'g ' ' '
;j'.
h! ll l. l'
,I .! E !~ I:l U, l : ;i l ll
'! :l l i. i 6
. ;l ;
I I. f ! l l
- p ! ,
8 t
'[ I
- y h ll
'l o '
f
- i. p y r j i l :
I
, l I ! : ! t i i i
[
.i
'l
. l ll l'1 i ;l lj l!
h- h ill. ___ l l i l! I l l l l l{,1]f;;.ll.(_7.y,.1 , ,
.I 2 . .I .4 5 .6 .7.8.91 2 1 4 5 6 7 8 9 10 ?o 't e 40 50 f.O 10 80 90100 Frequency llz}}