ML20148F160
| ML20148F160 | |
| Person / Time | |
|---|---|
| Site: | Three Mile Island  |
| Issue date: | 09/27/1993 |
| From: | Augustine R, Ramden S GENERAL PUBLIC UTILITIES CORP. |
| To: | |
| Shared Package | |
| ML20148F000 | List: |
| References | |
| REF-GTECI-A-46, REF-GTECI-SC, TASK-A-46, TASK-OR WDL-T-003, WDL-T-003-R00, WDL-T-3, WDL-T-3-R, NUDOCS 9706040123 | |
| Download: ML20148F160 (40) | |
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05 -i$.'- 97. 10 : 03 : 14 l Q6 y36 GPU NUCLEAR B/A No. 128108 W/C No. 95-552A-52108 SEISMIC QUALIFICATION No. fiQ - T1 - WDL'7-00D3 RETISION 0 5
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9706040123 970528 PDR ADOCK 05000289 P PDR l
os-4'pr97.'10:03:14 SQUG DATA FILE INDEX i,(cP.(2/
COMPONENT TAG NUMBER MPl"7~~#003 CES:RmON f N #0AUT OYU SS
+
- DOCUMENTS NUMBERS / STATUS SEWS #
GMS 2 (TECHN; CAL FUNOTIONS DATA SURVlin')
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PHYSICE DRAW!N3/ ASSEMBLY DVWIN3 _ -
VENOOR CATALC.i/CATA/:NSTRUC 00N MANUE ,__
INSTELATION SP4ClFICAT:ON ._ .
SE:SM:C ANALYSIS / TEST REPORTNpCECS ,__.
CONCRETE OR PAD ORAWINGS. SPICS, BLOC.K WAU.S _
EMBEODEC STEE;. DRAWIN3S A?.0 HORACE DRAVANG/DETN.S/ AIDS b ~O /[ !@/10 7) II6 [
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- GENERIO ISSUES POTENTIAL QUTUER BASE PATE PLUG WELDS e
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- DISPOSITION
/ NEED MORE CA1 A ,
l XNOWN OUT;JER SEISM;O DATA AOOEFTAC' *. OONFhlt. TION WALKDOWN ONLY
, p ANOHOM3E CALCULATIONii: _ EXIST _. PEP:ORM IN F1 ELD l
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, Sheet 1 of 2 Equip. ID No. WDL-T-0003 Equip. Class 21 - Tanks and Heat Exchangers Equiptrent Description RC DRAIN TANK pcD m rmarumP4 Location: Bldg. RB Floor El. _281 Room, Row / Col p p r op ewe roe Manufacturer, Model, Etc. (optional) ,f E c o SHftl CADACITY VS DEMAND Buckling capacity of shell of large, flat-bottom, vertical tank is equal to or greater tian demand:
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AfCHOR SQLTS AND EMBEOt'ENT Capacity of anchor bolts and their embedments is ecual to or greater than demand: ) f/ / J 5.ec riff;Lrh 7-- hM U N/A
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LO'KECTION BETWEEN ANCHOR BOLTS AND SH;,M.
Capacity of connections between the anchor bolts and tne tank shell is ecual to or greater than the demand; hN U N/A hfC S t
FLEXIBILITY 0; ATTACHED P! PING '
At ached piping has adequate flexibili'y to acconnodate rotion of large, flat-bottom, vertical tank: YNUh l TANG r0UNDATION 1
! Ring-type fcundaticn is not used to support large, .
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flat-botten, vertical tank:
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IS E0VIOMENT SEISMICALLY ADEOUATE?
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SCREENING EVALUATION WORK SHEET (SEWS) Sheet 2 of 2 Equip. ID No. WCL-T-0003 Equip. Class 21 - Tanks and Heat Exchancers Eculpment Description RC CRAIN TANK C0ffENTS h %s. the.%%s skewn g Eic.k s rcl E g 'a w g D w$ [s/s.y d 4.<, 3d b C c b k _
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4 ATTACHMENT III RESPONSE TO OUESTION 23 ,
SEWS FOR RACEWAYS -
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Response to; NRC RAI dated February 24,1997 Unresolved Safety Issue A-46 --TMI l
Revision 2 Corrected,6/28/91 1 Exhibit 8-1 Jw EL. 2g/* n 11 0vrJ/or actWeseu PLANT AREA
SUMMARY
SHEET Sheet 1offy Plant Location: #I4c/M d ut(4W4.
Room No. : SN/ECO N4t Ls Raceway Designation No.: [4CL /N 4/I4 )
Inclusion Rule Review Acceptance l Cable Tray Spans: 1 Yes No N/A l Conduit Spans: Ourua 4:6 - zf/-/ Yes 1 No N/A l Tie Downs: X Yes No N/A l Channel Nuts: _,X_Yes No N/A l Rigid Boots: Yes No 1 N/A j l Beam Clamps: X Yes No N/A l Cast Iron Inserts: X, Yes No N/A ,
Other Seismic Performance Concern Review A_cceotance l Anchor Bolts: X Yes. . No N/A l Welded Connections: X Yes No N/A l Concrete Condition: X Yes No N/A l Corrosion: 1 Yes No N/A l Sagging Raceways: 1 Yes No N/A l' Broken or Missing Components and Sharp Edges: . X Yes No N/A h l Restraint of Cables: '
X Yes No N/A I l Cabi'e fill / Ties: A Yes No N/A I l Aging .of Plastic Ties: X Yes No- N/A l System Hardspots: -
X Yes No N/A l Short Rods: _1_Yes No N/A
~
Seismic Interaction Review Acceptance l Prox urate Features: _,h Yes No N/A l Falling Hazards: '% Yes No N/A l Differential Displacement: % Yes No N/A l 1solated Outliers: g Yes No N/A Additional Comments: I- C* N o v tr"S F0t UWuv & CJu4n M c,C CONcMTE W4 LU ATTaculd to VLt TtcA L U N s.s1>! v y McWitt.U Tb hall,- Wl Ils "$ '39%
ANcvuns. AloT68 Sfw29L dmckpit.s MiSJiNS' . Our tjubWe Mcc:NT4Sil 4 WA. 7?) {/C W UEdOf ANO /YVM fL*j jf3 fgj@f gfffj ,
8-48
5 4
Revision 2 Corrected, 6/28/91 Exhibit 8-1 j ,.f f.9f JV
- u. 21/ ' -
pvTJid4 1(Ov&/ PLANT AREA
SUMMARY
SHEET Sheet 2 of[3 Room No.: smud W4u s P1 ant Location: Acscrott avita /NS- -
Raceway Designation No.: [ 400 /N 4#4)
Outlier Description 1 Total No. of Attached OSVS (Exhibit 5-1): I outlier Nos.: /Id*L91-1 'IV CGN0Utr 0 Vhts,04N l
t Analytical Review Succort Selection a i
Total No. of Attached Analytical Review Data Sheets: N 'NE l Selection Nos.: N/A SVA'a#f EdVild/U N M M- 4%'4LY7/CfL-lM ViAM SL L oCC 7/141, AH0 564. Sil v3 Norg L} .
Additional Field Notes 2 G14U 7'kny Sprs. Ccni. Lit t / m u t re i> tc. 7/2Aput, 7Ypt - vtM1- sp S /Til A,\C(A . .k!D el40.va'1/LJ DC UNtJ r"nv 7 , alt _ FvE tapa cs HN4CTiostfa (SN T//YVL) CA' Slek 3\
CERilflCATION: (Signatures of at least two Seismic Capability Engineers are required: one of whom is a Itcensed professional engineer.)
Q M U L. Wittit-. / A L ,4)1.ps ] (.y Y // 'l 9 't 3 Print or Type Name/litle V Signature Date ks.^. VUTE u$ / st & th ? pea.- f) .
Print or Type Name/ Title Signature Date 8-49
l Al4NT 4/lL4 $UMMildf StMA7 AS EL 2 7/ ' Guistd{ Udd7 3 W .1 SLono4/2Y .SMlud V4UJ FtEJD Norns (Cannauto) .
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Revision 2
-Corrected, 6/28/91'
) agrus/L AS. 2F/-/ Sheet 1 of 2 OUTLIER SEISMIC VERIFICATION SHEET (OSYS)
! 1. OUTLIER IDENTIFICATION.' DESCRIPTION, AND LOCATION
! Equipment ID. Number Ndwr Equipment Class /24C4WAVJ '
Equipment Location: Building /244c7pa- Floor Elevation 25/'
our.sroc r Room or Row / Column J4wany Base Elevation 277'- 6 " .t i
JN/)CL/) NALG Fouipment Description N4e cavoufr i
- 2. DUTLIER ISSUE DEFINITION
- a. Identify all the screening guidelines which are not met. I
- (Check more than one if several guidelines could not be satisfied.) y b Mechanical and
- Electrical Eauioment - Tanks 'and Heat Exchanaers" i
Capacity vs. Demand .Shell Buckling' Caveats Anchor Bolts and Embedment Anchorage Anchorage Connections
- ~
Seismic Interaction Flexibility of Attached Piping'
- - Other Other l t
Essential Relays- Cable and Conduit Raceways
! Capacity vs. Demand Inclusion Rules l Mounting, Type, Other Seismic Perfomance Concerns 1 ,
j Location Limited Analytical Review j Other Other g
- 1 l
5
'Shell buckling and flexibility of attached piping only apply to large, flat bottom, vertical tanks. *
- b. Describe all the reasons for the outlier (i.e., if all the listed 4
outlier issues were resolved, then the signatories would consider 1 i
this item or equipment to be verified for seismic adequacy): i
%"h WeIT MA/MU 14figuAfts.LT CONNEL, O, tvida.
- s. conows fA8 nu.g i c ggs ,stpsyt. gemas , my, j 1
l $$/3Al liA/Df. 2.5 '. [0A/0 Vf7 (5 N!f]/A/C= Sd VM4L. CGVOV/7" c L tMr.s .
L i; j CONdLt/r /?vys VAf0ff , T N 4 f i Gr /)///. S'~$"AddFL floon.. fna su-Eoc t3 ar Atw Ast"v7M 310' i _j 4
. ~ . . .. . . .-- .
Revision 2 Corrected, 6/28/91 Sheet 2 of 2 OUTLIER SEISMIC VERIFICATION SHEET (OSVS)
Equipment ID Number 3/4 "$ coNov/r
- 3. PROPOSED METHOD OF OUTLIER RESOLUTION (OPTIONAL) -
- a. Define proposed method (s) for resolving outlier.
/A/Si?)GL n tS SING. CONOut?" ClortfA3 - 70 ' MfM/N l
MA Y . SPatv ( x s.T Tynd /g ' 1 i
- b. Provide information needed to implement proposed method (s) for J!
resolving outlier (e.g., estimate of fundamental frequency). ;l C.'Np a t # f i a ns p #.> g,y- ' iNs <
- 4 t rap yi,e I-/2.4) y tc4-T2 Pajg a appr
- 4. CERTIFICATION:
The information on this OSVS is to the best of our knowledge and belief, i correct and accurate, and resolution of the outlier issues listed on the
~
i previous page will satisfy the requirements for this item of equipment to !
be verified for seismic adequacy: ,
Approved by: (For Equipment Classes #0 - #22, all the Seismic '
Capability Engineers on the Seismic Review Team (SRT) should sign; there should be at least two on the SRT. One signatory should be a licensed professional engineer. For Relays, the lead Relay Reviewer
should sign.)
\MntsC L INNt17 lP.f_
Print or Type Name m 2 Lu'V /0- /'y- 7 3 ignature Date .
2A SVO7ELI) &w fy
- Print or Type Name Signature Date
~
Print or Type Name ,
Signature Date
- Revision 2 Corrected, 6/28/91 Exhibit 8-1 4ct aooms PLANT AREA
SUMMARY
SHEET Sheet 1 of 2 Room No. /W o,G, /3CBG Plant Location: B/ESEL 6Ewaarot ,wito//v(, ~
Raceway Designation No.:
[4tL /^l ThC durum)
Inclusion Rule Review A_qs.eot ance l Cable Tray Spans: No C,4 &E TRWJ Yes No X N/A l Conduit Spans: 1 Yes No N/A l Tie Downs: Yes No 1 .N/A l Channel Nuts: X Yes No N/A l Rigid Boots: Yes No K N/A l Beam Clamps: Yes No X N/A l Cast Iron Inserts: _ Yes No % N/A Other Seismic Performance Concern Review Acceptance l Anchor Bolts: X Yes_. No N/A l Welded Connections: 'A Yes. No N/A l Concrete Condition: K Yes No N/A l Corrosion: X Yes No N/A l Sagging Raceways: X Yes No N/A Broken or Missing Components and Sharp Edges: X Yes No N/A l Restraint of Cables: Yes No X N/A l Cable Fill / Ties: Yes No d N/A l Aging of Plastic Ties: Yes No X N/A l System Hardspots: 1 Yes No N/A l Short Rods: X Yes No N/A Seismic Interaction Review Acceptance
~
l Prox urate Features : N Yes No N/A l Falling Hazards: N Yes No N/A l Differential Displacement: X. Yes No N/A l Isolated Outliers: X Yes No N/A ,
Additional Comments: CONJUITS M Cr'M ll*LLY M U M V M YJ ;L NU% -
fiIC M C Ct Li C Hi7V Ginvi' fa.;M4 . S VA % LT5 42f L I CHTL Y L 0r1&dy (Alt nl /~f w CoNov/r*iw M ACL .s v/'i*td7.
i
'l 8-48 ;
[ .
Revision 2 Corrected, 6/28/91 Exhibit 8-1
/pc a.coug PLANT AREA
SUMMARY
SHEET Sheet 2 of 2 -
' Room No.: /d D, G- 6 L'o '. Plant Location:_ /)/HEL GEweerva gu,cofag Raceway Designation No.: [ALL /d TNc ovrL4/a6 )
Outlier Descriotions Total No. of Attached OSVS (Exhibit 5-1): N/4 Outlier Nos.: W /d 1
)
i 1
Analytical Review Suocort Selection ,
Total No. of Attached Analytical Review Data Sheets:
O Selection Nos : ALL J V N dit r. /N Tyl 80/LD/N&- mit 4494 0V.4 TCL Y REAli3DVDCo ado A cc,csmstl 8.tarou) 64 K4 6tdll AIM &-
JLU6 Arti u~ 77/LAK., Asti, de JV//047~,1 h/NtCW At?>C JV4640 1
R ffdu//fi. ANAL vn (A L- As V/E W.
- Additional Field Notes
. I CERTIFICATION: (Signatures of at least two Seismic Capability Engineers are required; one of whom is a licensed professional engineer.)
vows t. wuin /p.x, %wY 9-1.r-93 ll Print or lype Name/litle v' Signature Date U 24 SVc>Ttu) &(. 29 4 ,-93 .
Print or Type Name/ Title Signature Date 8-49 I
'i i
Revision 2 Corrected, 6/28/91 Exhibit B-1 PLANT AREA
SUMMARY
SHEET Sheet 1 of 2 Room No.: 64. E Il Plant Location: 4 vr/ L u;/2 y /J uG Raceway Designation No.: [# W Inclusion Rule Review. Accentance l Cable Tray Spans: K Yes No N/A l Conduit Spans: X Yes No 'N/A
, l Tie Downs: A Yes No N/A l Channel Nuts: X. Yes No N/A
!' Rigid Boots: Yes No X N/A l Beam Clamps: A Yes No N/A l Cast Iron Inserts: Yes No 'X N/A r Other seismic PerformJngg Concern Review Acceotance l Anchor Bolts: K Yes- No N/A l Welded Connections: X Yes No N/A l l Concrete Condition: X Yes No N/A l Corrosion: X. Yes No N/A l Sagging Raceways: X. Yes No N/A Broken or Missing Components and Sharp Edges: , 7 Yes No N/A l Restraint of Cables: % Yes 'No N/A l Cable Fill / Ties: X Yes No N/A l Aging of Plastic Ties: 4M> 3 1 Yes No N/A l System Hardspots: . 1 Yes No N/A l Short Rods: Yes No N N/A l Seismic Interaction Review Acceptance "I 1 Prom mate features: d Yes No N/A l Falling Hazards: h art f X Yes No N/A l Differential Displacement: % Yes No N/A l Isolated Outliers: W Yes No N/A Additional Comments: /. /340 c A. Watt 4 // jf,?,Q 4,1,i. Jej,9 v fx 4 w
- AM/ 6 ! +11: u a h o st] 's.1 q. L: o a t. i: s.g i l c u s'.:.:^,A -*!.*
2 (* Id o n /2a L L I 3 - 2 I -1 *) I'-4:8s r* S I51 lb ThA V $$4, IIS ITST, 02S 3, Ib e L 4 WJ) t).:Io T 4 y.. p *o :. T%; rv(to: '. ' ; .; 7 5 ' N.~. f,i ' Ytu i.4 ; - DJ E Y 1,v a*:. \ a duo CA<3 A C W~;Cd%, -- c., og LE. So r tu <st-
/? ? : //?soirook3 *3Y D7<t Y /N Y'l ('gTY Cf Gd s r7: et,. TILL
Revision 2 Corrected, 6/28/91 l
Exhibit 8-1 PLANT AREA
SUMMARY
SHEET Sheet 2 of 2 Room No.:._ f l ?f/' Plant Location: A v / / t 'A/2 / g t <> c.
Raceway Designation No.: [ALL )
Outlier Descriotions Total No of Attached OSVS (Exhibit 5-1):- ^' W 4 Outlier Nos.: N/A Analvtical Review Support Selection Total No. of Attached A.nalytical Review Data Sheets: 4 Selection Nos.: /6 E W ,6*G d #6 f/h 29 p-/rf .
Ifo f44V. I4-14 DWc. r130 - 299-//(o l l'1 E*thv. Y6-4i 4W(7 SI10-Z9Y-ly8
/t GlLV. 41 - 41 OWG. St 3 0- MY - /69
)
Additional Field Notes -
' 4 . ISC LA Tl*D E-M MPL45 (M= f411Sid6 /patow4stf, AND Co,vo uty- c t ,'.93 Ca!t. War;ta iN ht/2)ds Af.tCer/M dlfoG44 able vdo~L t?uL 70 /!.l<2V.Laloc y di- SUt% %lr3 ANJ fistJ 7t/C 7"t*171 CERTIFICATION: (Signatures of at least two Seismic Capability Engineers are required: one of whom is a licensed professional engineer.)
\/d445 L. kilJ/ft-l /'d. .)l'o>
t 2 E) //- 2 / 93 Print or Type Name/litle t/ Signature Date 2 A SVOTElIJ //E ? E+C L . ios.evss Print or Type Name/ Title Signature Date 8-49 3
Revision 2 Corrected, 6/28/91 l
)
, Exhibit 8-2
. ANALYTICAL REVIEW DATA SHEET Sheet / of /
Room No.: A d 4c. Eg/' Selection No.: /f Plant Location : Avt/U4/2y gtor,, E4, Eg/'
Descriotion and Sketch:
Et.u. 6 -6 ns sawa a swr,. Sist - zyy- /of i
.t )
Reference Calculation: (04 QZ V2/Of-C#/
Additional Notes:
CERTIf!CAil0N: (Signatures of at least two Seismic Capability Engineers are required; one of whom is a licensed professional engineer.)
tA4MLS L k/Mr /L .M TWV //-/7-93 \
Print or Type Name/ Title / Signature Date
)
24 SVo7CuJ /% NIER /? ADV 12 Print or Type Name/ Title Signature Date 8-50 )
O
Revision 2 Corrected. 6/28/91
)
Exhibit 8-2 ANALYTICAL REVIEW DATA SHEET Sheet / of I Room No.: M 80. 33/ # Selection No.: / /o P1 ant Location : A VX / L/A/Li dulld/MG- d.L. &1/' .
Descriotion and Sketch:
EwVand /4-19 M M4WN W BWfr. T/Jo*%f9-///
}
Reference Calculation: 44 W. y 2./vn c -ad/
s Additional Notes: 'I l
i l
CER11FICAT10N: (Signatures of at least two Seismic Capability Engineers are required; one of whom is a licensed professional engineer.)
d&mts L. AltnTL/AC _k 2 WV ll-17-B Print or Type Name/ Title U' Signature Date EA StoTEu.! h5 $dSk. /?mv f3 Print or Type Name/ Title Signature Date 8-50 ).I i
J
Revision 2 Corrected, 6/28/91
)
Exhibit 8-2 ANALYTICAL REVIEW DATA SHEET Sheet 1 of /
Room No.: 46 4L, 27/' Selection No.: /'7 Plant Location :_//u)//L/4W 4446, 64,21/'
Descriotion and Sketch:
ELL Cf T/ H 4 6 *yfr 45 JHDWA /Al OW6 OIIO ~
- l'I *l Of 1
4 i
Reference Calculation: 400 C4LC'. t/ 2/v5- C-06/
Additional Notes:
~
0 l
CERilflCATIDN: (Signatures of at least two Seismic Capability Engineers are
. required; one of whom is a licensed professional engineer.)
, GAMES L. WN/fE-l/d hm ] /J/W //-/7-93 Print or Type Name/litle (/ Signature Date
?
EA Svoitus /fr PAW- 11/M 13 l Print or Type Name/ Title Signature Date i
8-50 )
Revision 2 Corrected, 6/28/91
),
Exhibit 8-2 ANALYTICAL REVIEW DATA SHEET Sheet / of /
46 80. 74/'
Room No.: Selection No.: /6 P1 ant Location : AU//LMAf AU/Le/4 1/2 , til' l
Descriotion and Sketqh:
CLLVIT/MI 4 T- 4 $ 45 SgpWN pg p g6., S/30- 2y/-l41 i
m '
~
i i
Reference Calculation: 84E C46 4. '/ Z/ #f' C-COI t
Additional Notes:
l l
CERTIFICATION: (Signatures of at least two Seismic capability Engineers are l required; one of whom is a licensed professional engineer.)
Jsota L.+ win /As. ,#m y tMV ll-l 713 Print or Type Name/litle // Signature Date EA S DTELit / T OSd' /?ADH3 -
Print or Type Name/ Title Signature Date 8-50 )
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ATTACHMENT IV .
.I
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RESPONSE TO OUESTION 26C INSTRUCTURE RESPONSE SPECTRA i
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, Unresolved Safety issuc A-46 -- TMI-l i
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W. Envelope of LB, BE Enveloped In-Structure Response Spectrum UB Spectra e LB & UB Broadened 10% '
p--- 1.5 x SQUG Boundin9 BE Broadened 15%
Lj Spectrum - - - - - - -
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~
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1 l
GPU: Three Mile Island Intermediate Building, USI-A46 Analysis I rioor, Elev. 321', Translation in EW Direction !
RSPLT SUN V1.2 e321x. pit 08:27:59 07/29/93 C
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Legend: Notes: '
Envelope of LB, BE Enveloped In-Structure Response Spectrum UB Spectra LB & UB Broadened 10%
1.5 x SQUG Boundin9 BE Broadened 15%
Spectrum - - - - - j 5.0 14 Spectral Dampirg o
Accelerations in g's GPU: Three Mile Island Intermediate Building, 4
USI-A46 Analysis Floor, Elev. 321', Translation in NS Direction RSPLT SUN VI.2 e321y. pit 08:27:59 07/29/93 Id
' I- Figure 3-26
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BE Broadened 15%
5.0 t Spectral Damping Accelerations in g's s m GPU:
Three Mile Island Elev. Intermediate Building, inicalVert DirectionUSI-A46 Analysis g Floor, 321', Translation RSPLT SUN V1.2 e321z. pit 08:28:20 07/29/93 E .
Figure 3 27
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} Envelope of LB, BE j UD Spectra Enveloped In-Structure Response Spectrum i LB & UB Broadened 10%
1.5 x SQUG Boundin9 BE Broadened 15%
!' SPectrum -----
5.0 % Spectral Damping Accelerations in g's 1-GPU:
Three MileElev.
Floor, Island339'-9",
Intermediate Translation Building, USI-A46 Analysis in EW Direction 1
RSPLT SUN V1.2 e339x. pit 08:27:59 07/29/93 i
Figure 3-28 i '
ill So097-04\A46x 1
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! 1.5 x SQUG Bounding BE Broadened 15%
j Spectrum _ _ _ - . - -
5.0 % Spectral Damping l
Accelerations e
in g's i
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! Three Mile Island Floor, Elev.Intermediate 339'-9", Translation Building, NSin DirectionUSI-A46 Analysis 1
i nsn.T sw v1.2 e339 Y Pit 08:27:59 07/29/93 i
i 1 9
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Enveloped In-Structure Response Spectrum LB & UB Broadened 101 BE Broadened 15%
5.0 % Spectral Damping Accelerations in g's GPU: Three Mile Island Intermediate Building, USI-A46 Analysis
. Floor, Elev. 339'-9", Translation in Vertical Direction RSPLT SUN V1.2 e339z. pit 08:28:20 07/29/93 l
c Figure 3 30
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In-Struct. Response In-Structure Response Spectrum Spectrum proadened 15%
Fl
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f5.0 % Spectral Damping Accelerations in g's r" , GPU: Three Mile Island Turbine Building, USI-A46 Analysis g{
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- 4 i
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L"J 1.5 times SoUG t 5.0 s Spectral camping !
Bounding Spectrum _ _ _ _ _ _ _
em I L,J ' ,
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In-Structure Response Spectrum j p 5.0 % Spectral Damping 4 ;
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- ' F-
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< 0.5 f \_., s 0.4 O.2 j
r-v' ('
s# I 1 2 0 10 10 16 1 10 Frequency (Hz)
Legend: Notes:
In-Struct. Response In-Structure Response Spectrum ,
Spectrum j' l.5 times SQUG [ 5.0 Broadened 15%
% Spectral Damping a Bcunding Spectrum . _ _ _ -
s b g's f, W [
USI-A46 Analysis 4
GPU: Three Mile Island NW Slab, Turbine Elev. 322', Building,in NS Direction Translation .
N RSPLT SUN V1.2 rnd89x. pit 08:39:57 33/24/93 Figure 3-60
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s 44 50097 04\A-46 1
a f.5
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1 0 1 2 16 10 10 10
! Frequency (Hz)
Notes:
j In-Structure Response Spectrum 1 5.0 % spectral Damping Accelerations in g's ,0 l
j Broadening of +/- 15%
j .
GPU: Three Mile Island Turbine Building, USI-A46 Analysis NW Slab, Eley. 322', iranslation in Vertical Direction RSPLT SUN V1.2 rnd89z. pit 16:44:09 33/23/93 as
,,g. 3.ea
- S0097 04\A 46 r; = -
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