ML18031A362
| ML18031A362 | |
| Person / Time | |
|---|---|
| Site: | Susquehanna  |
| Issue date: | 06/16/1982 |
| From: | Curtis N PENNSYLVANIA POWER & LIGHT CO. |
| To: | Schwencer A Office of Nuclear Reactor Regulation |
| References | |
| PLA-1139, NUDOCS 8206210525 | |
| Download: ML18031A362 (269) | |
Text
REGULATORY XNFOR" TION DISTRIBUTION SYSTEM DS)
AOCESSION NBR:8206210525 DOC DATE: 82/06/16 NOTARIZED: NO DOCKET Electric Stationi Unit ii Pennsylva
~
FACIL:50 367 Susquehanna Steam 05000387 50 386 Susquehanna Steam Electric Station< Unit 2i Pennsylva 05000388 A'UTH ~ NAME AUTHOR AFFILIATION CURTISiN ~ W ~ Pennsyl vania Power 8 Light Co ~
'RElCIP ~ NAME RECIPIENT 'AFFILIATION 9CHNENCERgA ~ Licensing Branch 2 seismic qualification review team forms for NSSS V
SUBJECT:
Forwards equipment. Remaining review team forms or Justification of interim operations will be su plied during 820628 meeting.
DISTRIBUTION CODE AOff8S COPIES RECE VED TR ENCL 4, SIZE ,.
~,
ewd TITLE: Equipment Qualification (OR 8 PRE-OL)
NOTES:
RECIPIENT COPIES RECIPIENT COPIES ID CODE/NAME LTTR ENCL ID CODE/NAME LTTR ENCL LIC BR 42 BC 12 1 0 PERCHiR ~ 01 ,1 1 INTERNAL: ELD/HDSff 12 1 1 GC 13 1 IE FILE 09 1 1 NRR CALVOgJ 1 1 NRR/DE/EQB 07 2 2 NRR/DL DIR iff 1 1 NRR DL/ORAB 06 1 1 NRR/DS I/AEB 1 1 E Off 1 1 RGN1 1 1 EXTERNAL: ACRS 15 10 10 LPDR 03 2 2 NRC PDR 02 1 1 NSIC 05 1 1 NTXS 31 1 1 TOTAL NUMBER OF COPIES REQUIRED: L'TTR 28 ENCL 27
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Pennsylvania Power 8 Light Company Two North Ninth Street ~ Allentown, PA 18101 ~ 215/7705151 Norman W. Curtis Vice President-Engineering 8 Construction-Nuclear 215/ 770-5381 JUN ] 6 198Z Mr. A. Schwencer, Chief Docket Nos. 50-387 Licensing Branch No. 2 50-388 U.S. Nuclear Regulatory Commission Washington, D.C. 20555 SUSQUEHANNA STEAM ELECTRIC STATION FOUR PAGE SQRT FORMS FOR NSSS EQUIPMENT ER 100450 FILE 841-2 PLA-1139
Dear Mr. Schwencer:
Attached is a partial submittal of the 4-page SQRT forms for the NSSS equipment.
The remaining 4-page SQRT forms or justification of interim operations will be supplied during the June 28th meeting.
Very truly yours, N. W. Curtis Vice President-Engineering 6 Construction-Nuclear CTC/mks Attachment cc: R. Perch 820b210525 820blb PDR ADOCK 05000387 PDR
OocRef sI'
~d -ger/Zae i Control 4 Date'~~~ of Document'~ MPL: B31 C001 z
/
~
ualification Sunna of E ui nt Plant Name. Susquehanna ~T)e:
tility. Pennsylvania Power & Light
- 2. NSSS: 3. A/E:. Bechtel 4 MK II R i 1ti P p dH
- 1. Scope: ['<] NSSS [ 3 Bop
- 2. Model Number 28 X 28 X 35 Pump guantity:
30 Vendor: Byro n Jackson Pump Division, Los An eles (pum )
GE LM&G (Motor) 4, If the componen. is a cabinet or panel, name and model No. of the devices included:
(') 5. Physical Description a. Appearance Recirculation Pum and Motor
- b. Dimensions Height 18 ft. 3", Motor diam. 84", pum dian. 54"
- c. Weight pump dry 27e200 lbs., Pum wet 30 300¹ Motor 46000¹
- 6. Location: Building: Primar Containment Elevation: 708 feet
- 7. Field Mounting Conditions [ 3 Bolt No. ~ Size )
Meld (Leo~et ) 28 M
Nozzles to Pipe fx)
- 8. a. System in which located. Recirculation System
- b. Functional
Description:
Used to vary the flow of the recirculation m ~
'Maintain pr essure integrity.
- c. Is the equipment required for [g Hot Standby [ g Cold Shutdown
[3 Soth [x) Neither 9 pertinent Reference Design Specifications: PUrchase Specifications 21A9344 Rev. 0. and 21A1886 Rev. 4; project Sheet 731E315K, Rev. 9
- Pump inlet and outlet nozzles are welded integral to recirculation piping. Length of weld corresponds to two. 28 inch nozzles circumferentially welded to 28 inch pipes. The composite weight of the pump and motor is supported by three hangers.
I II. Is Equipment Available for Inspection in the Plant: [x3 Yes [3 Ko V. Equipment gualification Method:
[ 3 Test [x3 Analysis [ 3 Coahination of Test and Analysis gualification Report~: GE Design Record File (No., Title and Date) DRF 0'206B33C001 - KR1 Corrpany that Prepared Report: General Electric Corp any General Electric that Revi ewed Report: W%&&A%%&&%~&&&%&W&~&~&%&&&~W V. Vibration Input:
- 1. Loads considered: a' 3 Seismic only
- b. [] Hydrognamic only
- c. [x3 Conhination of (a) and (b)
- 2. Method of Combining RRS: [ 3 Absolute Sum [x3 SRSS []
() 3.
4.
Required Response Spectra Oarping Corresponding to (attach the graphs): Approx. 50 spectra were used to RRS:
consider loads and 1oadina directions.
- 5. Required Acceleration in Each Direction:
[)
NJA ZPA [ 3 Other (specie V ~
j~
SSE S/5 F/8 V
- 6. Vere fatigue effects or other vibration loads considered?
[3 Yes ~ No If yes, describe loads considered and how they etre treated in overall qualification program:
NOTE: If sere than one report complete items IV thru VII for each report.
e 3 a MPL: B31 C001 VI. If gualfffcatfon by Test.t then Conelete~: N/A random
- l. [ ] Single Frequeng [ 3 Multf-Frequency: sfne beat
- 2. [ 3 Single Axfs* [ 3 Multi-Axfs
- 5. Natural Frequencfes fn Each Dfrectfon (Side/Side, Front/Back, Ve*fcal):
5/5 0 F/B ~
- 6. Method of Determining Natural Frequencies
[ j Lab Test [ ] In-Situ Test [3 Analysts
[) No
- 8. Input g-leve-1 Test: OBE S/S ~
SSE 5/5 i F/B ~
() 9. Laboratory Mountfng:.
- 1. [ Bolt (No.. Sfze [ [3 9 lO.
3 Functional operability verified:
) 3 Meld
[ I Yes [ )
(Length No [3
)
Not Applicable I1. Test Results fncludfng nedfffcatfons sade:
- 12. Other test perforaed (such as agfng or fragflfty test. )ncludfng results):
Note: If qualfffcatfon by a-=
coahfnatfon of test and analysis also complete Item VII~
12/80 .'
iE ega MPL'31 COOl If gvalification by Analysis, then complete:
VII. <<+%%~~%%%%&W%%A%%%%'0'%~%%%~%%&~~~&~~
- 1. Method of Analysis:
[x3 Static Analysis [ 3 Equivalent Static Analysis
[x] Dynamic Analysis: [ 3 Tine-History [ l Response Spectrum
- 2. Katural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
S/S ~ 7-60HZ F/B ~ 7-60HZ V > 7-60HZ 3e Model Type: [x] 3D [>2D [] CD
[x3 Finite Element [ 3 Beam [ 3 Closed Form Solution a
4.. [xj Computer Codes: PISYS Frequency Range and Ko..of nodes considered Approx. 50 modes up to 60 h2.
[] Hand Calculations Me.hod of Conk',ning Dynamic Responses: [ 3 Abs '..te Sum [x] SRSS
[ Q Other:
Donning: OBE ~S SSE1 2S Basis for the daaSling used: S~ 38 ""
Support Considerations in th'e mdel: Melded Ends
- 8. Critical Structural Elements:
Governing Load A. Iden! if i cat i on Roc at ion
%% % '% % % &&'% % %% % ~ % &% &% & '% %
or Response
~ \~ << ~
Combinati
% ~
Seismic
&W&%% Stress on
&% % &<< % ~
Total Stress Stress
~
Al 1 owabl e ATTACHED Maximum Allowable Deflection
- 8. Max. Critical to Assure Functional Opera-Def1ecti on Location bility Recirculation pumps and motors are passive components. "Maximum allowable deflection to assure functional operability" does not apply here.
- Dynamic analysis of the recirculation piping provided accelerations and loads that were used in static analysis of the pump and motor.
12/80
4.A
- 8. CRITICAL STRUCTURAL ELEMENTS:
A.
ALLOWABLE CALCULATED
- LOAD/STRESS LOAD/STRESS IDENTIFICATION LOCATION KI PS/PS I KIPS/PSI Bolts Pump Cover 32,000 PSI 19,417 PSI Bol t Motor Flange 30,800 PSI 22,471 PSI Driver Mount Between Pump and 22,400 PSI 3,307 PSI Motor Pump Lug No. 1 Attached to Pump Case 25,013 PSI 2,270 PSI Pump Lug No. 2- Attached to Pump Case 25,013 PSI 24,429 PSI Pump Lug No. 3 Attached to Pump Case 25,013 PSI 14,178 PS I Pump Lug No. 4 Attached to Pump Case 25,,013 PSI 4,591 PSI Motor Lug No. 1 Upper Flange of the Motor 104 KIPS 70 KIPS Motor Lug. No. 2 Upper Flange of the Motor 59 KIPS 43 KIPS (Center Lug)
Motor Lug No. 3 Upper Flange of the Motor 104 KIPS 81. 3 Motor Acceleration Center of Gravity 2.7 gH 2.05 g 2.1 gV 1.61 g
- The calculated values correspond to the maximum values that could occur for. the entire combination of the governing loads or responses.
MPL: C41-A001 ualification Summa of E ui ent P1 ant Name S US gUEHANNA ~T)e:
l., Utility: Penns lvania Power 5 Light
- 1. Scope: ['A3 NSSS t' Bop
- 2. Model Number: 3243-26-1 quantity:
j 3, yendor: Alpha Tank and Metals Manufacturin Com any
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance Cylindr ical Steel Container
- b. -
Dimensions Height 12ft., I.D. 9ft.
- c. geight 4,800 lbs'. empty; 53,000 lbs. flooded
- 6. Location: Building: Reactor Buildin Elevation: 749 feet
- 7. Field Mounting Conditions I Soit (No.12 ~ Sizel", )
Ex Pi e Weld
- 8. a. System in which located: Standby Liquid Control S stem In case of emergency, supplies boron poison
- b. Functional
Description:
- c. Is the equipment required for t,' Hot Standby IX3 Cold Shutdown f 3 Both t, 3 Neither
- 9. Pertinent Reference Design Specifications:
Purchase Specification 21A9379 12/80
MPI: C41-A001 o 2 e I II. Is Equipment Available for Inspection in the Plant: Q) Yes [) No IV. Equipment gualification Method:
[ 3 Test [>9 Analysis [ 3 Coahination of Test and Ana.lysi s gualification Report>>. GE Report No. 383 HA440 (No., Title and Date) Design Requirements Cottpany that Prepared Report: GE Company that Reviewed Report: GE V Yibration Input:
<<&WWWWm~~
I loads considered: a. [) Seismic only I
- b. [) Hydrodynamic only
- c. [x) Combination of (a) and (b)
- 2. Method of Corrbining RRS: [ ] Absolute Sum [x) SRSS [)
- 3. Required Response Spectra (attach the graphs): N/A
SSE S/S ~ .
F/B ~
V V
- 6. Were fatigue effects or other vibration loads considered?
[) Yes [x) No If yes, describe 1'oads considered and how they were treated in overall qualification pr ogram:
~~~<<~<<m<<<<~~<<aasemamm~m~<<<<a<<~~~~w~<<<<~<<~<<~~
>>NOTE: If more than one report conplete items IV thru YII for each report.
12/80 SRSS Equivalent of S/S and F/B is 0.453g
C41-'A00]
MPL:
If gualfffcatfon by Test, then Coaelete:
VI. ~m~m~m~wm~~~mmmaama~~M~~ NlA random 1' 3 Sfngle Frequency [ 3 Multf-Frequency: sfne beat
- 2. [.3 Sfngle Axfs [ 3 Multf-Axfs
- 4. Frequency Range:
- 5. Natural Frequencfes fn Each Dfrectfon (Sfde/Sfde. Front/Back, Vertfcal):
S/S ~ F/B ~
- 6. Method of Determinfng Natural Frequencfes
[ ] Lab Test [ ] In-Sftu Test [) Analysfs
[) No
- 8. Input g-level Test! OBE S/S F/B ~
i (p 9. Laboratory Mount f ng:
SSE S/S F/B 0 Y I 0 l. [ 3 Bolt (No. ~ Size ) f. 3 Meld (Length ) L 3
- 10. Functfonal operabflfty verfffed: [ 3 Yes [ 3 No [ 3 Not Applfcable
- 11. Test Results fncludfng modiffcatfons made:
- 12. Other test perforated (such as agfng or fragflfty test, fncludfng results):
<<Note: If qualfffcatfon by a conhfnatfon of test and analysfs also complete Item VII.
12/80 .'r
0
-A001' age MPL . C41 II If gualification by Analysis, then complete:
- 1. Method of Analysis:
[x] Static Analysis [ ] Equivalent Static Analysis
[ ] Dynamic Analysis: [ ] Tiae-History [ ] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
58.8 hz. F/B ~ . 58.8 hz. y a greater than 58.8 hz.
3- Model Type: [ ] 3D [x] 2D []1D
[ ] Finite Element [ ] Beam [] Closed Form Solution
- 4. [ ] Computer Codes:
Frequency Range and No. of modes considered:
[x] Hand Calculations
- 5. Method 'of Corbining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[x] Other: NONE%& %Ww%w&W&&WW&&w&Aw~&&&
'ww (specky)
- 7. Support Considerations, in the model: FIXED AT BASE
- 8. Critical'tructural Elements:
Governing Load or Response Seismic Total Stress
- Identif i cat i on Locati on Combinati on Stress Stress Al 1 owabl e Anchor Bolt (tension) Seismic (OBE) 20,176 psi 67,500 psi (shear ) 11,570 psi .30,000 psi Shell (Tensile) Base Seismic+OeadWeight+ 1,436 psi 684.75 30,000 psi (continued below). Piping Loads Maximm Allowable Deflection'.
Max. Critical to Assure Functional Opera-Deflection Location bility Seismic Total Stress Ident. Location Gov. Load Stress Stress Ailowab1e She11 (compressive) Base Seismic 6 Dead . 1,436psi 2,157.75 5,190psi Weight 8 Piping Loads
- The stresses shown here are based on 1.5g a'nd .14g seismic loadings in the horizontal and vertical directions respectively.
12/80
MPL: C41 A003
, ualiffcatfon Summa of E uf ent I Pl ant Name: SUSQUEHANNA 1'tility: Pennsylvania Power & Li'ght Company
- 2. NSSS: G.E. 3. A/E:Bechtel BMR' Mark II II. ~CH at dby Liq id C t 1 A
- 1. Scope: [N) NSSS [) Bor
- 2. Model Number: A70555-200 Quantity: 2
- 3. Vendor: GREER HYDRAULICS
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
(p 5. Physical Descri ptf on
- b. Dimensions 21" long x
- a. Appearance 9 inches diam.
CYLINDRICAL TANK
- c. Mefght 67 lbs.
- 6. Location: Building: Reactor Elevation: 749 No.,
Ffeld Mounting Conditions ) Bolt Size )
x) XeId (Length )
X) Socket gelded to connecting pipe
, 8. a. System in which located: Standby Liquid Control System
- b. Functional Descrfptfon: Pulsation Dam ener Sa et - 1 e unction is to maintain pressure integrit~)
- c. Is the equipment requfred for ij Hot Standby Pxj Cold Shutdown
- t. ) Both t. ) Neither 9 Pertinent Reference Design Specifications: 21A1790 12/80'
MPL. C41 A003
/'V.
~ III. Is Equipment Available for Inspection in the Plant: [x) Yes [) No Equipment gualification Method:
[ ) Test [x) Analysis '[ ) Combination of Test and Analysis gualification Report>>: DESIGN RECORD FILE (No., Title and Date) DRF C41-60 Tab 4 SLC Accumulator 9/25/Sl Company that Prepared Report: GENERAL ELECTRIC.
Coo@any that Revimed Report: GENERAL ELECTRIC V. Vibration Input:
1'oads considered: a. [) Seismic only
- b. [ 3 'Hydrognamic only
- c. [x3 Combination of (a) and (b)
(p 2.
3.
Method of Conhining RRS:
Required Response Spectra
[ 3 Absolute Sum (attach the graphs):
[x) SRSS [ 3 NgA
SSE S/S F/B V SSE .51g SISS of 3 dsrections U.51
- 6. Mere fatigue effects or other vibration loads considered?
[ 3 Yes [x) No If yes, describe loads considered and how they vere treated in overall qualification program:
<<NOTE: Ef more than one report complete items IV thru VII for each report.
12/80
0 C41 A003 MPL If gualfffcatfon by Test, then Comtjlete~:
VI. ~a~mm~~m~~~~mmma~a~mm~~~ N/A random
- 1. [3 Single Frequency [ ] Multf-Frequency: sine beat
- 2. [, 3 Single Axis .
[ ] Multi-Axis
5 Natural Frequencies fn Each Direction (Side/Side, Front/Back, Vertical):
S/S $ F/B ~ g s
- 6. Method of Determi'ning Natural Frequencies
[) Lab Test [g In-Situ Test [3 Analysis
'[3No
- 8. Input g-level Test: OBE S/S ~ F/B ~ M ~
, SSE S/S g ~
Cp 9. Laboratory Mount f ng:
- l. f. j Bolt (Mo., Size .
) ( j Meld (Length ) f., j
- 10. Functional operability verified: [ 3 Yes [ ] No [3 Not Applicable ll. Test Results including modifications lade:
- 12. Other test performed (such as aging or fragility test, fncludfng results):
<<Note: If qualification by a conhfnatfon of test and arslysfs also complete Item VII.
12/80 .'
age MPI . C41 A003
~ If Agualfffcatfon VII. <<% &&&<<<<<<& % %%
by Analysis,
<<<<% A~ '%% &~ then W &<<>> &n ~
complete:~
1.~ Method of Analysis
[x] Statfc Analysis [ 3 Equivalent Static Analysfs
[ ] Dynamic Analysfs: [ 3 Tfrrl.-Hfstory [ 3 Response Spectrum
- 2. Natural Frequencies fn Each Direction (Side/Side, Front/Back, Vertical):
S/S s N/A F/B. ~ N/A V ~ N/A
- 3. Model Type: [ ] 3D t 32D [] 1D
[ 3 Finite Element [ 3 Beam [ 3 Closed Form Solution
- 4. [ 3 Coo@uter Codes: N/A Frequency Range and No. of modes considered: DNA
[x] Hand Calculations
- 5. -
Method of Conbining Dynamic Responses: [ ] Abso'.ute Sum [x] SRSS
[ ] Other:
spec17y )
- 7. Support Consideratfons fn the aadel: N/A
- 8. Critical Structural Elements: Socket Wel d Adaptor
- Governf ng Load or Response Seismi c Total Stress A. ! dentf fi cat f on Locatf on Combinatf on Stress Stress Allowable 4826 psi 15,700 psi Maxfmm Allowable Deflection B. Max. Crftfcal to Assure Functional Opera-Deflect f on Location bil f ty
- Connecting pipe supplied by AE may actually be the critical element in the Accumulator line.
12/80
C41 ~C001 MPL ualification Sunna of E ui nt
/
I Plant Name: Susquehanna Units 1 & 2 ~T)e:
- 1. Utility: Pennsylvania Power & LTght PlR 2'SSS: GE 3. A/E:. Bechtel BMR 4 MK II II ~C,,N, dt dti L(i (d C I (CLC) P P I, Pi
- 2. Mrodel Number: 2 X 3 TD-60 w/Gear & Motor Quantity:
- 3. Vendor:, Union Pum 'Co.
- 4. If the componen..is a cabinet or panel,, name and model Ko. of the
'l devices included:
N/A
- 5. Physical Description a. Appearance Hor izontal, Reci rocatin action pump p us mo or
- b. Dimensions hei ht 21 7 8'I ~ II ~
- c. Height ap roximatel 2200 lbs
- 6. Location: Building: Reactor Buildin Elevat-ion:
7, 749'.
Freld Mounting Condrtions [x3 Bolt (Mo. Srze~p4")
Meld Len~gt )
- 8. a. System in which located Standby Liquid Contro1 System o inject a. neutron absorber into the reactor
- b. Functional
Description:
vessel incase o control mo f i o assure
- o. Is tire equrpment reqrrrned fear T3 Sot ftanlap fx)" Kl(I'VfLt@g"I i3 Both fg Neither ' nt 9- Pertinent Reference Design Specifications:
Equipment Purchase Speciftcation 21A9342 AN 12/80
HPL: C41-COOl III. Is Equipment Available for Inspection in the Plant: [x] Yes [3 ko Equipment gualification Method:
IV. ~%%4I~&~~&~~%&~%~~
[ 3 Test [x) Analysis for Pump [x3 Conhinatkon of Test and Analysis for motor gualification Report+: SLC Pump/Motor Test Report (No., Title and Date) VPF 5517-2-2 January 28, 1977 Company that Prepared Report: Approved Engineering Test Laboratories (AETL)
Corpany that Reviewed'Report: General Electric Company V. ~Yibrati Input:
IW~W&on~~&~ 4 1- Loads considered: a. [] Seismic only
- b. [ 3 Hydrognamic only c [x) Gonhination of (a) and (b)
- 2. Method of Combining RRS: [ 3 Absolute Sum tx3 SRSS [ 3
- 3. Required Response Spectra (attach the graphs): N/A 4 Damping Corresponding to RRS: OBE N/A SSE N/A
- 5. Required Acceleration in Each Direction: [ 3 ZPA [ ] Other (s pec1Fj~
S/S ~ ].7S F/8 F/B ~==
~ Y a Y ~
- 6. Mere fatigue effects or other vibration loads considered2
[g Yes [x3 Ho If yes, describe loads considered and her they ~ere treated in overall quali fication program:
NOTE: If mre than one report complete items IV thru VII for each report.
e3m NPL: CG-.C001 If 1Ioalsfscatson by Test, then Completee: 14otor Only random l Ix3 Sfng1e Frequency f3 Nultf-Frequency: sfne beat
- 2. f 3.Sfngle Axis 53 Nultf-Axis 3 Xo. of gualfffcatfon Tests: OBE SSE 4 Other 4, Frequency Range: 10-80-10 S. Xatural Frequencies fn Each Dfrectfon (Sfde/Side, front/Back, Vertical):
S/S a 0 100 Hz F/B e )1 00 hz V a ) 100 hz
- 6. Nethod of Determining Xatural Frequencies
[ j Lab Test .
f3 In-Sftu Test fx3 Analysis
'PQ Xo
- 8. Input g-level Test: OBE S/S ~ 1 4g 9/g s 1.49 , y ~ 1.49 r
SSE S/S ~ ~ 0g f~ ~ 2.09 9 ~ 2 '9 ge Laboratory Nountfng:
- 1. fx3 Bolt (Xo. 4, Sfze ) I3 Meld (Len gt h ) I3
- 10. Functional operability verified: [x 3 Yes j 3 Xo 5 3 Xot Applicable Test Results including eedfffcatfons sade. Satisfactory. No breakdown or stoppage of equipment during or after test..
- 12. Other test perforated (such as agfng or fragflfty test, fncludf.ng results):
no other tests performed Mote: If qualfffcatfon by a coahfnatfon of test and analysis also complete
!tern VII.
12/80 .'
I e g e MPL. C41-C001 VII. If Oualkfkcatfon by Analysis. then complete: For Pump
- l. Method of Analysis:
fx3 Static Analysis f.) Equivalent Static Analysfs f) Dynamic Analysis: f ) Tfaa-History f ] Response Spectrum 2- Natural Frequencies fn Each Direction (Skde/Sfde. Front/Back, Vertfcal):
S/S ~ +100 hz 0 0 0 0 0% % % Q% 0 %%% '0%% 0 )100 hz F/B ~~aa~aaam~aaemm V e 9100 hz
~aaa~wa~~
3'odel Type: f ] 3D fx) 2O f]lo
[ ] Finite Elea>>nt [] Beam f ] Closed Form Solution 4- [ ] Computer Codes: None Frequency Range and No. of aedes considered: '/A Q] Hand Calculations r
- 5. Method of Co&fning Dynamic Responses: [x] Abs '.ute Sum fx] SRSS f] Other:
ispecisy j
- 7. Support Considerations fn the madel: Bolted to base~late
- 8. Crit f cal Structural Elements:
Governing Load
- A. Identif i cat i on Location Combf Motor Hold
% 'Q &% &%
Down Bolts Tension
~
or Response nest f Faulted Cond.
~
Sef smk c
~ &% &&\% \%~ & % ~ &~ ~ % a m&~ A Stress on Stress ~
Total Stress
&~ &&%% % % % &
5.290
~
Al 1owabl e.
15,000 Shear. 3.020 12,000 Pump Hold Down Bolts Tension I'L.fjl 15.m Maxi mm Al towable OeffaR'ton B'. Max. Critical to Assure Functional Opera-Deflectf on Locatfon 1k lkty N/A
- The stresses shown are calculated using an acceleration valve of 1.75g horizontal
and 1.75g vertical as new loads are considerably less.
For new loads evaluation see DRF File C41-59(l) 12/80
C41- F004
. ualification Summa of E ui ent MPL:
I. Plant Name: Susquehanna 152
- 2. Model Number: 1832-162-01 quantity:
- 3. Vendor: CONAX
- 4. If the. component is a cabinet or panel,; name and model No. of the devices included: N/A 5., Physical Description a. Appearance Cylindrical Valve
" 00, 5.87" Length, Dimensions c., Weight 40 Lbs.
I6 Locat i on Bui 1 di ng Reactor Bui 1 ding Outside Of Drywel 1 Elevation:
- 7. Field Mounting Conditions f"3 Bolt (No. , Size )
P] Meld (Leo~St )so~cet Me'Id to lls" ss f3 PipeValve is bolted to-gether with 4 one inch hex head bolts.
- 8. a. System in which located: Standby Li uid Control rove e ea -t g t s utoff of the SLC
- b. Functional
Description:
S stem until fired - Function within 1 hr. of event Bent'
- c. Is the equipment required for f3 Hot Standby fpC3 Cold Shutdown f1 Both f] Neither
- 9. Pertinent Reference Design-Specifications: 21A9357 Rev 1 & 21A9357 AC Rev l.
12/80
/dX.
MPL: C41-F004
/'V. III
~
~ Is Equipment Available Equipment gualification for Inspection in the Plant:
Method:
tX3 Yes No t:X3 Test I 3 Analysis t: 3 Co+ination of Test and Analysis gualification Report~: VPF 3394-36-2 (Note 2)
(Ro. ~ Tit1e and Date) Enuironmenta'I Dua1ification Test Report Coo@any that Prepared Report: Conax Corporation Corq)any, that Reviewed Report: General Electric V. Vibration Input:
- 1. Loads considered: a. t: 3 Seismic only
- b. [ 3 Hydrognamic only
- c. [X] Conhination of (a) and (b)
- 2. Method of Conhining RRS: I 3 Absolute Sum t:X3 SRSS P 3 3.. Required Response Spectra (attach the graphs) Bee Reference Document 4 See note 1
- 5. Required Acceleration in Each Direction: f X3 ZPA [ 3 Other DBE E-it N-S - V Egg E.W ji'Ejtg ll.ggg I EEE EEV LIIEA E-W
- 6. Mere Vrggrg fatigue effects E-E E-E j jig or other v'.bration loads considered?
V .ggg (see Attachment 1)
I 3 ves IX3 No If yes, describe loads considered and how they were treated in overall qualification program: The ASME Code-applicable to the desi(Ln exem~ts valves below 4" diameter from fatigue analysis.
iNOTE: If more than one report complete items IV thru VII g
for each report- vr Note 1: As the equipment is rigid within the frequency range of interest only ZPA is considered. Damping coefficient is not pertinent.
Note 2: The report is for'model 1832-159-01. However the two designs are dynamically similat. The difference is the flanges. The flanges are part of the valve in model 1832-162-01 and the flanges are part of the pipe in model 1832-159-01.
8ut the flanges were both socket welded to the pipe, flanges are bblted to-gether by 4 one inch bolts in the two designs.
MPL C41-FOO4 VI. If gualtffcatfon by Test, then Complete~:
- 1. EXj Single FrequenCy [ g Multi-Frequen~:
t: j aloe random beat
)j
- 2. t: j Single Axis t.Xj, Multi-Axis
- 3. No'f gualification Tests: OBE 5 1 otheSee note 1 Frequency Range: 1-KHz S.. Natural'requencies in Ea'ch Dfrectfon (Side/Side. Front/Back, Vertical):
C Note 2
> 35 Hz F/B > 35 Hz Note 2y > 35 HzNote 2
- 6. Method of Determining Natural Frequencies 93 Lab Test f3 In-Situ Test t', j Analysis
On1y)
- 9. Laboratory Mounting:
(SSee Note N g 33)
- 1. [ () Bolt (No. 4 ~ Size 1" ) [. 3 Meld (Lengoh ) [ 3
- 10. Functional operability verified: D(j j No j Not Applicable p~
Yes t, t.
- 11. Test Results including aediffcatfons made: The valve did not sustain any func-tional or structural damage due to the shake test. Valve was o er er 12'ther s nF erorme a c y.. t d.
test perforned (such as aging or fragility test, fnc1udi.ng results):
N/A. The explosive is contained within the primer chamber. The attach t pipe is subjected to negIigible force due to the va1ve o'eration. Hen his force does not have to be considered in the pipe design.
~Note: If qualification by a coahfnatfon of test and ana1ysis also conqlete Item VII.
Note 1: There were 5 OBE tests 5 one SSE test, for each combination. of the vertical input and one of the two horizontal inputs.
Note 2: Based on the anlaysis of the weakest section of the valve (sed 12I80 attach-
- 2) the natural frequency exceeds 60 Hz in all'-three directions.
.'ent Note 3: See Note 2 on sheet 2.
MPL. C41-F004 VII. If gualification by'Analysis. then complete:
I. Method of Analysis: N/A
[ ] Static Analysis [ ] Equivalent Static Analysis
[ ] Dynamic Analysis: [ ] Tine-History [ ] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Ye*ical):
S/S a F/B ~ V s
- 3. Model Type: [ ] 3D [] 2D [] ID
[ ] Finite Element [] Beam [] Closed Form Solution
- 4. [] Computer Codes:
Frequency Range and No. of modes considered:
[ ] Hand Calculations
- 5. Method of Corbining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ] Other: %MWWW&&I%W&W&&&WW&&&&~&&A (speci Ty )
- 7. Support Considerations in the model:
- 8. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Maxi sam Allowable Deflect) on B. Max. Critical to Assure Functional Opera-Deflection
~&%%&&Wmm~ Location bility 12/80
ATTACHMENT 1 SUS UEHANNA SLC SYSTEM EXPLOSIVE VALVE C41-F004 PHASE III EVALUATION As the explosive valve is rigid within the frequency range of interest, only the ZPA's are pertinent to the dynamic design.
The specific valves are listed below:
HORIZONTAL VERTICAL E-W N-S SSE 0.296 0.376 0.298 SRV 0.050 0.120 0.130 LOCA 0.120, 1.040 0.450 SRSS 0. 323 1.11 0.56 QUALIFIED VALVES 6.5 6.5 4.5
E32-C001 E32-C002 ualiffcatfon Sunna of E uf nt plant Kame: Susquehanna 1 & 2
~T)e:
- 1. Utility: PP&L
- 2. NSSS: GE 3. A/E;. Bechtel 4 MK II ti c,,,,~, si... MstvLka, ct, u t1
- 1. Scope: IX3 KSSS I 3 BOP E32-C001 1
- 2. Model Number: 2 CH 6 041-1U quantity: E32-C002 2
- 3. Vendor: GE Lompoc, Ca.
4'f .the componen.
devices included:
is a cabinet or panel, N A name and model No. of the
- 5. Physical Description a. Appearance Blower Hfth Motor
- b. Dimensions 14.74" width, 13.76" len th & 14.82" height
- c. Mefght 120 .lbs.
- 6. Locati on: Bu,i 1 ding: <<a<<or Building, Outside of Containment Elevatfon: &, 733 ft.
- 7. Field Mounting Conditions [n3 Bolt '(Mo. 4 , Size M )
Ne1 d (l.en~gt )
x Inlet & outMeMreaded to pipe 8- a-'ystem in which located: MSIV Leakage Control System the blower. takes suet>on rom e b.. Functional
Description:
main steam lines and dischar e an steam/afr mixture leaking through the MSIV to t e standby gas treatmen
- c. Is the equipment required for E g Mot Standby P 3 Cold Shutdown sys I3 Soth I3 Neither
- 9. Pertinent Reference Design Specifications: 21A3762 12/80
HPL: E32-C001 III. ~~<<m<<~~<<~~~~%~<<&<<%%<<~&~~
Is Equipment Available for Inspection in the Plant: ~ Yes [3 Xo IV. Equipment gualification Method:
Test [3 Analysis [) Conlination of Test and Analysis guali fication Report': A&VPF 3830-14-1
% % % % % 'A % <<%% A %a % %a a <<a%% % % A%% a Blower, NSIV-LCS. Seismic Loading gualification
% % <<~
(~o Title and Date) Test +epprt on Bl'owe~~SIV Leak~e~Ctgtrol Company that Prepared Report: Approved Engineering Test Lab Company that Reviewed Report: General El ectric V. Vibration Input:
I. Loads considered: a. [ 3 Seismic only
- b. [ 3 Hydrodynamic only
- c. [xj Coabination of'(a) and (b)
- 2. Method of Conhining RRS: [ ] Absolute Sum [Q SRSS []
3~ RequirdeResponse spectra (attach the Braphs): see Ref. ooc 4 thru a a Note I
SSE S/S ~ =O.B/3 F/B V ssE a LocA & sRv sRss E-II = KBg 0.289
- 6. Mere fatigue effects or other vibration 1oah considered?
[x] Yes [' No If yes, describe 1oads considered and how- they were treated in overall qualification program: The overall test time was 40 minutes.
This is far in excess of the anticipated duration of Seismic Vibration and hydrodynamic vibrations
'%DTE: If lore than one report complete itetns IV thru VII for tach report NOTE 1: As the equipment is rigid within the frequency range of interest only ZPA is considered. Damping coefficient is not pertinent
s
/'an N
I~ If gualfffcatfon 3.
6.
Sine Sweep
- 2. [ ] Sfngle Axis Frequen~ Range:
5'atural S/S Nethod by, I. [x] Single Frequenter No..of Oualification Tests:
3 Frequencies
<1000 HZ
.8 fn
- 33HZ Each vie Test. then Ceplett~:
F/B OBE
~
[]
of Determining Natural Frequencies Nultf-Frequency:
[x] Hultf-Axfs 4
<1000 HZ SSE 4 NPL ~
E32-COQl E32-COO/
om sfne beat Each Other lasted Dfrectfon (Sfde/Sfde. front/Back, Vertfcal):Note V ~ <1000 HZ test 5
run minutes 1
[x] Lab Test [ ] In-Situ Test [ 1 Analysis
[jNo y,/d, 8-. Input g-level Test: OBE- S'/S ~ 2.0g y 2.00 SSE S/S ss F/B g 3 o0g y 3.00
- 9. t.aboratory Nountfng:
- l. ['x3 Bolt (No. 4 , Size ~ ) [3 Meld (Lenyth ) []
- 10. Functional operabflfty verified: [x] Yes [ ] No [ ] Not Applfcable Test Results including mdfffcatfons aade- After the test was completed there was no evidence of structural damage l2. Other test perforimd (such as agfng or fragflfty test, )ncludfng results):
An independent test was run to determine the natural frequency using an external shock excitation method, the natural frequency was determined to be about 1000 HZ + 10% (Ref. 2)
~Note: If qualification by a coahfnatfon of test and ana'lysis also coaplete.
!tern VII.
Note 1: No natural frequency observed during resonance search. Listed va1ues were determined from external shock excitation l2/80 .'
NPL: E32-C001 If gualification by Analysis, then complete:
VII. <<%%%&~&%%%&&%%'%%&%%%%~~~~~%%&~~%&~~
1~ Method of Analysis: N/A t; j Static Ana'lysis l I Equivalent Static Analys)s E, j Dynamic Ana1ysis: E l Tiaa-History f l Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
- 3. Model Type: t: ] 3D t: 12D t: l ID f ] Finite Element [ 3 Beam f. ) Closed Form Solution
- 4. [ 3 Computer Codes:
Frequency Range and No. of aedes considered: &&&~&%~~~~&&~WW&~m&W~~
[ 3 Hand CalcuIations
- 5. Method of Conbining Dynamic Responses: [ 3 Absolute Sum $ 3 SRSS C 3 Other:
(spec> ty)
- 7. Support Considerations $ n the nadel:
- 8. Critical Structural Elements,:
Governing t.oa1 or Response Seismi c Total Stress A. Identifi cat i on t.ocat i on Combination Stress Stress Al1 owabl e.
Maximum Alliable Deflect) on S. Nax. Critical to Assure Functional Opera-Deflect) on Location bility 12/80
TABI.E 1 SOS(UEHANNA MSIY LC SYSTEM BLOWER S RT The ZPA of all the spectra given by Dynamic Load Analysis on Susquehanna are combined by the SRSS method to obtain the appropriate acceleration for the, evaluation.
SPECTRA ZPA (Ref. 4, 5, IW 6)
Yert. ) ~Hori. ( )
SSE 0.09 0.47 LOCA E-M Steam F1ow 0'.05 0.03 N-'S 0.02 Chugging 0.24 E-M 0.42 N-S
- 0. 13 SRV 3 Adj. Yalves 0.03 0.03 Symmetric (SRY ALL) 0.11 0.2&
Test gualified Acceleration 3 (.From Ref. 3),
APL. Fl 8-E001
, ualification Summa of E ui nt Plant Ka~. SUSQUEHANNA Utility: Pennsylvania Power 4m Light Company
- 2. KSSS: 3. A/E: Bechtel II ~CN F 1P plh
- l. Scope: I.") KSSS I l S0P
- 2. Nodel Nur)ber:282X7596l and 283X759'G2 Quantity: EACH
- 3. Yendor: GE
- 4. If the componen. is a cabinet or panel, name and model Ko. of the devices included:
Long vertical'rack/carriage with
- 5. Physical Description a. Appearance work latform at to 42'.75 "high, various widths and depths (up to 5'x3'ax)
'@eight 1100 lbs (with fuel assembly)
- 6. Location: Building: Reacto~ Building Elevation. 818'
. FIeId IIoonting ConditIons ( 3 SoIt (No., SIze 11el d (I.en@@i )
. )
x wall bracket mounted
- 8. a. System in which located: Fuel Servicing Equipment
- b. Functional Oescription: thves fuel bundles vertically for re aration an snspection
- c. Is the equipment required for 5 3 Hot Standby 'f 3 Cold Shutdown I3 Soth fPQ Neither
- 9. Pertinent Reference Design Specifications: 384HA1.37 - 8 l2/80
a fe III. aam~aaL~~ma~aaaaaeaaeaeemmaaaaa~m~~~mama Is Equipment Available for Inspection in the plant: [x3 Yes [) No IVi <<&&A~~&~~%%~&&%IAAIQ fquipment gualification Nethod:
[ 3 Test M Analysis [ l Coehination of Test and Analysis
~
gualification Report+: %%%%%%%%'%~&%%%\%%%%~&~%W%~%%%~~
DESIGN RECORD FILE (No. Title and Date) DRF IIFOO-08-01 1 1/6/81 Con@any that prepared Report: General Electric Company Company that Reviewed Report: General Electric Company V. Vibration Input:
- i. Loads considered: a. [ ] Seismic only u
- b. [ 3 Hydrognamic only
- c. [xj Conhination of (a) and (b)
- 2. Method of Conlining RRS: [x3 Abso1ute Sum [xj SRSS
- 3. Required Response Spectra (attach the graphs): See Attachment ~
- 4. Darping Corresponding to RRS: OBE 1% SSE 2X 5.* Required Acceleration in Each Direction: [ ] ZPA [ 3 Other From DRF FOO-08 Page 233 OSESSR96LOCA 5/5 ~ 0.69 (abs.) 0~55dM) ~ .69 (abs.) 0.53 (SRSS)9 ~ 0.47 (abs.) '0.35 SSESSRVSLOCA S/5 ~
0 60 ~bQs ~63 F/5 ~ .Si) (abs. 0. 3 SRSS 9 ~ .)l abs. 0 SI
- 6. Mere fatigue effects or other vibration loads considered?
[ l Yes [x3 No If yes, describe loads considered and how. they wert treated in overa11 qualif ication program: %%%%%~%<<&%~%&%%&~~~&~&&&A&%~~&~
NOTE: If mre than one report complete items IV thru VII'or each report.
l2/80 hase III required acceleration are in DRF F00-08-1
cia NPL. F18-E001 Vl. If gualfffcatfon by Test. then Cenp1ete~:
random I. f ) Sfngle Frequency f ) Ihltf-Frequency: sfne beat
- 2. 5 ) Sfngle AQs I ) l41tf-Axfs
- i. Frequency Range:
- 5. Natural Frequencfes fn Each Ofrectfon (Sfde/Sfde, Front/Back, Vertfcal):
S/S ~ F/B ~ g a 6.'ethod of Qeterminfng Natural Frequencies 5 ).Lab Test t; ) In-Sftu Test [ ) Analysfs
- 7. TRS envelopfng RRS usfng Nultf-Frequency Test f ) Yes (Attach TRS 4 RRS graphs) f)No B. Input g-1evel Test: OBE S/5 F/B ~ e ~
SSE S/S ~ p ~
S. Laboratory Mount f ng:
[ 3 Seit (Se. . Stxe ) ( 3 abele (LeeSth ) l3
- 10. Functfona1 operabflfty verfffed: f) Yes f. ) No [) Not Applicable
- 11. Test Results fncludfng eedfffcatfons aade:
- 12. Other test performld (such as agfng or fragflfty test. fncludfng results):
Note: If qualfffcatfon by a coahfnatfon of test and analysfs also coaplete Item VII.
e g e APL. F18-E001 YI1 ~ 1f% %Oual<fication
~ %% ~ &% &&% % % % % aby Analysis.
4 %&%% ~ % A% ~ then ~~
complete:
% '% %%%% aa 1 Method of Analysis:
/
[ 3 Static Analysis [ ) Equivalent Static Analysis
[x). Dynamic Analysis: [ ] Tiai-History [ ] Response Spectrum
- 2. Natural Frequencies $ n Each Direction (Side/Side, Front/Back, Vertical):
17.2s 41.1, 52.8 28.1, 62.8 S/S ~ 75.4hz F/B a 75.8 V ~ 142.3, 509. 9 hz
~&%%%%~%a~~
- 3. Model Type: [] 3D [x) 2D [) 1D
[x] Finite Elephant [ ] Beam [) Closed Form Solution
- 4. [x] Computer Codes: SAhiIS Frequency Range and No. of'edes considered: 12 modes, 17'-20097 hz.
[] Hand Calculations
- 5. Me.hod of Covbining Dynamic Responses: M Abso'.ute Sum [ ] SRSS
[ ] Other: %m&a& %&% %&&%%%&&&%%%%&~&%%
(speci ly )
6~ Daaating: DBE ~ S SSE ES Basks for the destining used: GE SPEC SBEHA777
- 7. Support Considerations $ n the mdel: at 1ower 5 su~rt ~ints no motion gt top support
- 8. Criti cal Structural Elenents:
Governing Load or Response Seismi c Total Stress A. Ident if i cat i on Locat i on Combination
%%%%%%a%&%%%%'O&~a&%M%%%%%%%%~~&~&~%%~%%&&%%%&~%~%%%%%'%%&~ Stress Stress Al 1owabl e Region near Shear stress 5860 31500 psi 3rd support psl (from bottom)
Naxiaum Allowable Deflection B.'ax. Critical to Assure Functional Opera-Deflection Location bk lity Confined by mounting brackets 12/80
0 GKNKRAA ELKCTRlC CO.
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IL ~ 4 4 0 D Ol 0 4 O 0 1< H~
ualification Summa of E ui ent MPL: B21- Fol 3 I. Plant Name: Sus ueh ~Tie:
Uti] ity. Pennsylvania Power 5 Li ht Co. PWR
- 2. NSSS: 3~ A/E Bechtel 4 MK. II ii. ~i"" N ili i ii ii
- 1. Scope: t,'X] NSSS [ 3 BDP
- 2. Model Number: 6R10 HB-65-BP Quantity: 16
- 3. Vendor: Crosby Valve 8 Ga e Co.
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N A Spring loaded safety valve with C) 5. Physical Description a. Appearance ei ectro- neumatic actus~+
- b. Dimensions 2'ide. 3'on, 5.5'i h'.
Weight 2800 lbs (dr )
- 6. Locat i on: Bui 1 ding: Prima r Containment Elevation: Main Steam Lines
- 7. F1e1d Mounting Cond1t1ons [Xl Bo1t (Mo.~, Sfz~13 8")
[ l Meld (Length )
size 1". outlet) l,3
- 8. a. System in which located: Main Steam S stem b.
- 1) To pop open upon Functional
Description:
the set ressure ran e inlet ressure reaching electrical signal to solenoid valve with pneumatic system~gag.
2 upon pressurized.
- c. Is the equipment required for 5 3 Hot Standby t: g Cold Shutdown tgM('3 Both I] Neither
- 9. Pertinent Reference Design Specifications: 22A6441 SRV, Direct Acting, Spring Loaded, Dual Function 12/80
1 HPL: B21- F01 3 2 A III. Is Equipment Available for Inspection in the Plant: [9 Yes t:3 Xo I
Equipment Qualification Method:
IV. ~<<&<<W~~&~<<~W&&W~~
- t',X3 Test t. l'Analysis f 3 Conhination of Test and Analysis Qualification Report~: ~mw<<<<~~w<<L~~~~~w<<<<w~m~~
ypF 3379-260 -g (No., Title and Date) Seismic Simulation Test program on a 6-R-10 HB-65-Bp Valve Company that Prepared Report: Wvle Lab Corp any that Revi ewed Report-'eneral
'%<<W<<&<<%<<&W&W& El ectrimW<<&&m&&A<<<<W c
Note: Also see page 2B)
V. Vibration Input:
- 1. Loads considered: a. t; 3 Seismic only
- b. [ 3 Hydrognamic only
-c. [X3 Conhination of (a) and (b)
- 2. Nethod of Corbining RRS: t:X3 Absolute Sum t. 3 SRSS t: 3
- 3. Required Response Spectra (attach the graphs): See attached Table F-3'1 thru F-3.4 (from reference 1) for summary of required Woads.
4.- Darping Corresponding to RRS: OBE SSE
<<<<a~mm~~~~~
- 5. Required Acceleration in Each Direction: fX] ZPA t; ] Other (specify~
OBE RS/S F/B < s 652~ g>>g 422~
- 6. Mere fatigue effects or other vibration loads considered?
E 3 Yes [X) No If yes, describe loads considered and qualification program: <<W% % ~ '%
how
~~
they were treated in overall
<< ~ <<<<<< ~ << ~ <<<< ~ <<\ ~ W
~~~<<~mw<<<<mmmm<<m~w~m~<<<<mw<<<<~~<<~<<m<<<<wm~<<n~
~NOTE: If more than one report complete items IV thru VII for each report.
12/80 v
MPL 821-F013 ....
If gualification by Test, then Complete<<:
VI. wam~m>>~~~>>mmmm~~~>>m~m~>>mCm~m>>
X3 random
- l. 5 3 Single Frequency t: X3 Multi-Frequency: sine beat
- 2. t: 3 Single Axis t. X3 Multi-Axis tested with extended
- h. No. of Qualification Tests: OBE 5 SSE 1 Otherloads for 50BE 51 SS spec y Frequency Range:~ Hz to 200 hz
- 5. Natural Frequencies in Each Direction (Side/Side, Front/Back; Vertical): **
64 hz F/B ~ 46 hz y ~ >80 hz 6..Method of Determining Natural Frequencies
[X3 Lab Test t; ] In-Situ Test P 3 Analysis
I]No
- 8. Input g-level Test: OBE S/S * - F/B Y ~
SSE S/S as 5 2g F/B 5.2g Y ~ 4.4g
- 9. Laboratory Mounting:
- l. [X3 Bolt (No. 12 ~ Size~i 5 B") f3 Meld (Length ) [ 3 EX) Bolt (No. PP Size ) gtlet
- 10. Functional operability verified: Q 'I Yes [ i No [ 3 Not Applicable
- 11. Test Results including modifications made: The valve survived all tests and functioned properly. No modification necessary to complete seismic test.
- 12. Other test perfort[m.d (such as aging or fragility test, including results):
None
<<Note: !f qualification by a coahination of test and analysis also complete Item YII.
~Natural frequencies are based on extension of testing from a dynamically similar valve (8-R-10) Rev 5. 12/80 .
/
MPL: -03 VII. If gualfffcatfon by Analysis, then complete: N/A I. Method of Analysis:
[ ] Static Analysis [ ] Equivalent. Static Analysis
['] Dynamic Analysis: [ ] Tfme-History [ ] Response Spectrum
- 2. Natural Frequencies fn Each Direction (Side/Side, Front/Back, Vertical):
'S/S s F/B ~
- 3. Model Type: [ ] 3D [] 2D [] ID
[ ] Finite Element [] Beam [] Closed Form Solution
- 4. [ ] Coaputer Codes:
Frequency Range and No. of codes considered:
4
[] Hand Calculations
- 5. Method of.Combining Dynamic Responses: [] Absolute Sum [] SRSS
[.] Other:
(speci ty)
- 7. Support Considerations fn the nedel:
- 8. Critical Structural Elements:
Governf ng Load or Response Sef smf c Total Stress A. Identf fi cati on Location Combination Stress Stress Allowable Maxf mm Allowable Deflection B. Max. Critical to Assure Functional Opera-Def1 ecti on Location bility .
12/80
MPL: B21- F013 2B I II. Is Equipment Available for Inspection in the Plant: tX] Yes IV. Equipment gualification Method:
t:Q Test t: 3 Analysis t; 3 Conkination of Test and Analysis gua1i fi cation Report>>: 5485-25-1 (No., Title and Date) Seismic Simulation Test Program on an 8-R-10 HB-65-PF Valve Cottpany that Prepared Report: Wyle Lab Corpany that Reviewed Report: g<<<<y (Note: Also see page 2A)
V. Vibration Input:
- 1. Loads considered: a. f 3 Seismic only
- b. t: 3 Hydrodynamic only E
- c. [X] Conhination of (a) and (b)
- 2. Method of Combining RRS: [F3 Absolute Sum t: 3 SRSS
- 3. Required Response Spectra (attach the graphs): See attached Table F-3.1 thru .
F-3.4 (from reference 1) for summary of required To~as.
4 Damping Cor responding to RRS: OBE SSE 2%
5.
6.
Required Acceleration OBS HE Mere S/S 5/5: c-T fatigue effects in Each or other Direction:
F/B Vis:~hajj t:X]
v:;
ZPA vibration loads considered?
[ g Other V
t;)Yes t;9 No If yes, describe Toads considered and how they were treated in overall qualification program:
~mm~%m~ammwmwmmwmwmam~w~awwm~m~aaww~~mw~~~~~~~~m~~~m~~
~NOTE: If more than one report con@Tete items IV thru VII for each report T2/80
MPL ~ B21-EOU ....
VI. If gualfffcatfon by Test, then Complete~:
X1 random
- 1. [ ] Single Frequeng [Q Multi-Frequency: sine beat 3
- 2. [ l Single Axis .
[Q Multi-Axis
'1 tested wh extended loa
- 4. Frequency Range:5'Z to 200 HZ
- 5. Natural Frequencies fn Each Direction (Side/Side, Front/Back, Yertfcal):
S/S > 64 HZ F/B ~ 46 HZ Y< >80HZ I
- 6. Method of Determining Natural Frequencies
[Xj Lab Test [] In-Situ Test [ ] Analysis
L 3 No
- 8. Input g-level Test: OBE S/S * - F/B Y s 525 522 ~5.2 FIF ~5.2 Y 4. 451
- 9. Labor atory Mounting:
- l. [Ej Bolt (No. 12, Size15IB") ): 3 Weld (Length ) (; 3 (gj lt (No B Mi,
'Epunctional operabtitty verifie:
Size T~
- 10. .Yes [ j No L g Not Applicable
- 11. Test Results including modifications made: The valve survived all tests and functioned properly. No modifications necessary to complete seismic test.
125e Other test perforated (such as aging or fragility test, fncluding results):
Thermal, Radiation & Mechanical aging was performed prior to seismic in accord-ance with IEEE 323-1974. Results are acceptable as demonstrated by baseline tests prior to seismic testing.
- Note: If qualification by a coahinatfon of test and analysis also coaqlete Item VII.
IB- PL. B21- F013 If% Agualfffcatfon VII. ~ %% A% &&&& '% % %
by Analysis,
% &&&'% &~ % ~ &~%
then% &~
'% &&~ ~
complete: N/A l.. lmethod of Analysis:
[ ] Static Analysis,. [ ] Equf valent Static Analysis
[ ] Dynamic Analysis: [ ] Time-History [ ] Response Spectrum
- 2. Natural Frequencies fn Each Direction (Side/Sfde, Front/Back, Vertical):
S/S ~
- 3. Model Type: [ ] 3D [] 2D [] ZD
[ ] Finite Element [] Beam [] Closed Form Solution
- 4. [ ] Computer Codes:
Frequency Range and No. of modes considered:
[] Hand Calculations
- 5. Method of Corbfnfng Dynamic Responses: ['] Abso'.ute Sum [] SRSS
[ ]'Other:
(i) specky)
- 7. Support Consfderatfons fn the model:
- 8. Critfcal Structural Elements:
Governf ng Load or Response Seismi c Total Stress A. Identf fi catf on Location Combination Stress Stress Al 1 owabl e Maxfnam Allowable Deflection B. Nax. Critical to Assure Functional Opera-Def1ectf on
~&&\&W&m~~ Location bility 12/80
Paae No. 131 Report Ho. 43445 2 FULL SCALE SHOCK SPECTRUM (g Peak) 1.0 C3 10 C3 100 g 1000 Q DAMPING ~go Ct 10 Q
o V gEP y X
Ag 0J )
iC CaJ 3,-
W 3
4 S 4 1 4'010 ~ t $ 4 S C 1 I 110 s i a c ass>a 10 100 1000 Freqwncy (Hx)
TER Ac.
\OGLItO TEST RUN NO.~
NO, Figure A (from Ref. 2)
Page No. l32 Repor+ No. 43445-2 FULL SCALE SHOCK SPECTRUM 1.0 Q 10 C3 100 g 1000 (g Peak)
C3
~ '
DAhiPRIG ~io C7 10 9
P P
~ V V
XS
~c v 41 Iv I~
+hi 4 8:"
2 4 4 $ 4 7 4910 2 4 I 4 4 1 4 910 2 2 4 $ 4 7 10 100 Frequency (Hx)
AX)S A a v l.OCATlON NO. Figure B (From Ref. 2)
TEST RUN NO.
0 Page No '343445-2 Repo t No.
FULL SCALE SHOCK SPEC TRU~ (g Peak) 1.OO >0 Q >0O g DAMPQCG o 10 9
0 7
~ g O ~ ~ 3 4 S I 1 0 0 10 1 3 4 5 4 7 1%lO 100 1000 Frequency (Hx)
.mVACC + ARE AS FCLLOM LEVL 8 'I OBKI + TSV LEVL 8 2 OBEI + RVI LKVL 8 3 OBEI + RV2I LEVL 8 4 OBKI + RV2SVI LEVL C 1 CHUOI + RVI LEVL C 2 CHUOI + RV2ADI LEVL C 3 CHUOI + RV2SVI LKVL 0 I SSEI + TSV LKVL 0 2 SSEI + RV21 LEVL 0 3 SSKI + CHUOI RV2ADI I EVL D 4 SSKI + CHUOI + RV2SVI LEVL D 5 SSEI + COND I + RV2ADI LEVL 0 6 SSKI + COND I + RV2SVI LEVL 0 ? SSEI + CHUOI + RVI LEVL D 8 SSEI + COND I . + RV1 LEVL 0 9 SSEI + VLCI LEVL D IO API + SSEI
~ I
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SUSQUEHANNA C
i HIGHEST. ACCELERATIONS
SUMMARY
MAIN STEAM LINE 8 ABS SRV ACCELERATIONS Highest Al 1 owabl e Governing Identification of Equipment Item Evaluated Calculated Limits (g) Ratio Load (I) Mith Highest Loads Load Comb. No.
Level 8 Level B 2.8950 5.2 0.5567 Eq. 2 SRV Inlet (093)
Level C Horizontal , Level C 2.6925 5.2 0.5178 Eq. 1 SRV Inlet (093)
Level 0 Level 0 3.9543 5.2 0.7604 Eq. 10 SRV Inlet (093)
Level 8 Inlet (121) level B 1.6743 4.4 0.3805 Eq. 2 SRV 0.5048 level. C SRV Inlet (121)
Vertical Level C 2.2209 4 4 Eq. 1 Level 0 SRV Inlet (121)
Level 0 2.5063 0.5696 7 'q..
(1) See Table E-3 TABLE F-3 2-FSAR SRV- Acceleration
ACCELERATIONS
SUMMARY
C'IGHEST SUSOUEPANNA - HAIN STEAH LINE C ABS SRV ACCELERATIONS Highest Allo~abl e Governing Item Evaluated. Calculated Ratio Load (1)
Ident)fication of Equipnent Lim<" )
)
j)
- a. System in ~hich located. Co ntrol Rod Drive System To perform by activation of t e 3 pilot
- b. Functional
Description:
val've and the associated SCRAM com nents~ to inser t'o'ntrol rod.
- c. Is the equipment required for [ 3 Hot Standby [) Cold Shutdown
[xg Both [3 Neither
- 9. Pertinent Reference Design Speci fications: 22A1 342 12/80
- Some units have 6 bolts per unit in a U-Clamparengement
NPL: Cl 2- 0001 efe III. Is Equipment Available for Inspection $n the P1ant: Ex3 Yes E3 No Equipment gual i f ication Method:
IV. aaaa4a~~~m~~>>~m>>>>~
[' Test Analysis E 3 Ex3 Ccehinatkon of Test and Ana1ysis Qualification Rcport~: >>%% 0%%%%~~&>>\>>m~&~>>%~>>>>&~
HCU Test Report (WYLE)
(No Title and Pate) 384HA183 Company that Prepared Rcport: Wyle Lab Corpany that Reviewed Report:
V. Vibration Input:
I- Loads considered: a. E 3 Seismic only
- b. E,3 Hydrognamic only
- c. [x3 Conhination of (a) and (b)
- 2. Ilethod of Conbining RRS: M Absolute Sum E 3 SRSS E 3 Q&$gWW>>&W>>&)&)>>
- 3. Required Response Spectra (attach the graphs): Table I dm II
- 5. Required Acceleration in Each Direction: [ 3 ZPA E 3 Other See Table I 8 II (spec>Fj~
OBE S/S F/B ~ V a SSE S/S F/B V
- 6. Mere fatigue effects or. other vibration 1oads considered?-
E 3 Yes Ex3 No If yes, describe 1oads considered and how they vere treated in overall qua lifi cation program:
aaaae~>>>>~>>a>>amm~~>>>>~>>a~~~~
NOTE: If mre than one report conplete items IV thru VII for each report.
a 3 a XPL'12 0001 V I. Ã Qualification by Test. then Comp1cte~:
random 1 f 3 Single Frequency t: ] Multi-Frequency: sine beat 2 $ x) Single Axis [ ) Nultf-Axfs
- Frequcn~ Range: 1-33 hz. Horizontal; S. Natural Frequencies fn Each Direction (Side/Side, Front/Back, Vertical):
S/S 0 N/A F/B N/A y ~ N/A
- 6. Nethod of Determining Natural Frequencies I j Lab Test 5 3 In-Situ Test, /<3 Analysis
(g S. Laboratory Mounting: (As
- l. (e 3 Bolt (No. 4 ~
field installed condition)
Slee' ) f. 3 Meld (Length ) ( 3
- 10. Functional operability verified: Ix3 Yes 5 3 No 'f g Not Applicable
- 11. Test Results including Nedfffcatfons aade: Test completed without significant damage that would result in a'failure to SCRAM was identified e 12 Other test perforated tsuch as aging or fragility test, )ncludfng results):
No damage to equipment.
e Rotc: If qualfffcatfon by a= coahfnatfon of test and analysis also cot))piete Item VII.
- 1-50K of full level (SSE) 1-100% of full level w/o super-imposed Sine beat .'
1-100% of full level 12/80 w super-imposed Sine beat
e g o MPL: C12-0001 V II. If gualfffcatfon by Analysis. then%% ~
% % % &%% % '%H % % % &% % '% % &%m ~
complete:
I. Nethod of Analysis: *
[ 3 Statfc Analysis [) Equfvalent Statfc Analysis p3 Dynamic Analysis: [3 Tfaa-History [x] Response Spectrum
- 2. Natural Frequencies fn Each Direction (Side/Side, Front/Sack, Vertfcal):
2.5, 4.5, 8.5 2, 4.2, 7.75 S/5 ~ 14 hz F/B ~ 12.5 hz 10a38x4M922~
- 3. Model Type: [x) 3D [32D [] ID
[x] Finite Element [ 3 Beam [, 3 Closed Form Solution
- 4. [ 3 Con@uter Codes: SAMOS Frequency Range and No. of aodes consfdered: 10
[ 3 Hand Calculations N/A
- 5. Method of Conbining Dynamic Responses: [x3 Abs~'.ute. Sum [ g SRSS
[ 3 Other: &w&a\ %&&%&%&%&%w&&%&%&~&&&
(speci ty)
- 7. Support Consfderatfons fn the sedel: Floor Mounted
- 8. Critical Structural Elements:
6overnf ng Load or Response Sef smi c Total Stress A. 1dentif i cat f on Locat f on Combinatf on Stress Stress Allowable N/A Maxfmm Allowable Deflection 8'ax. Crftfcal to Assure Functfonal Opera-Deflectf on Location bility N/A
12/80
TABLE 1
, RE UIRED RESPONSE SPECTRA HORIZONTAL RRS) 1.4
'Z SSE
~S SRV
~S CHUGGING
~S RRS
~S RRS
~S
.2 .2 .3 1.5 .35 .35 .5
.45 .45 .63
.8 .8 1.12
.8 .8 1.12
.5 .5 .7
.75 .75 1.05 2.3 2.3 3.2
(~0 2.3 ~
.05 .7 3.15 4.4
.75 .6 1.55 2.1
.6 .05 .38 .12 1.15 1.61 30 .45 .04 .65 .17 1.31 1 '.83 40 .25 .10 .35 .49
,50 .20 .05 .25 .35 60 .20 .20 .28 70 .20 .20 .28 80 .15 .15 90 .15 .15 100 .10 .10 .14 SUSQUEHANNA
TABLE II RE UIRED RESPONSE SPECTRA RRS)
YERTICAL SSE SRV CHUGGING LOCA COND. RRS 1.4 HZ ~S ~S g S ~S Osc RRS
~S 91s 9 s
.14 1.5 .2 .2 .28
.24 .24 .34
.27 .27 .38
.37 .37 .52
.47 .47 .66
.47 .13 ~ 60 ~ 84 Pl, )8 .28 .55 l. 38 1 93
'l0 .22 .07 .55 .05 .55 l. 44 2 0 15 .28 .45 .25 .13 1.03 1 ~ 44
.27'23 20 .25 .40 .25 .13 1. 26 1 ~ ?6 30 .08 .10 .06 .44 ~ 61 40 .09" .08 .30 .18 .06 ~ 71 1 ~ 0 50 .09 .08 .30 .18 .06 ~ 71 1 0 60 .09 .06 ,
.25 .06 ~ 56 ~ 78 80 .09 .06 .10 .07 .06 ~ 38 ~ 53 100 .09 .10 .06 25 ~
35 SVS(UEHANNA (From Reference 6}
APPEllDIX 8 DOCUMENT 3@4 HA A>3 REV 0 e (r(
WYLE LABORATORlES PAGE 61 eport No. ~3 ~40 Customer Job No. =XTXL~lk Page No. 41 Channel Identification: T/R Trk. No. AcceL No.
Control l W Response ( )
Full Scale ~KJZ G Cal Voltage MVPK/ .
I G FF Specimen S/N Q8o Operator ~7 o
Oate Polarity J&C2 Axis of Test~
sNoex j~'(I0 M c> 4, %i ff(a Qfa(f I .
010 01 ~
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APPENDIX 8 LE LABORATORIES No~r &arC Channel identification:
Transducer S/N C.
T/It
+W
'GB>
DOC U frlEN PAGE fns No ~ I 3 8 4 HA 1 8 3 Trk. No.
Control (4P, RKV "0 Report No..
Page No.
Accel. No.
Response ( )
53540 31 Full Sca(e +~ '
Cal Voltage MVPK/
/t~~>S7} ItS>0 of}O G
Mode Specimen S/N Operator s'o Date Polarity 0 ~3~ Axis of Test .
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~ r APPENDIX 8 iMCU)fENT 384HA183 REY 0
ftftYLE LASORATORlES PAGE 56 Report No. 53 ~4o Customer Channel Identlfleatlon:
~
T/R:
+ h Job No.
Trk. No.
i t.
Page No.
Accel. No. i 36 Trantdueer S/N Full Scale '; G Cal Voltage Control MVPK/
Respond Specimen S/N 4 7
( )
MB Scan t
Operator ~
Date +'olarity Q ~~~ Axis of Test f4~" S 0 S 7 ~ 110 004 I/OO((/t SHOCK
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'H
ualification Su'ma of E ui ent NPL:
I ~ Plant Name: Sus uehann ~T)e:
1 ~ Utility: Penns ight PWR
- 2. NSSS: GE 3. A/E: .Bechtel BMR 4 MK II II .
~C "I' Rllll H I I 1- Scope: t.X3 NSSS t: 1 BOP
- 2. Nodel Number: 6 guantity:
3 Vendor:
4 If the component is a cabinet or panel, name and model No. of the devices included:
S. Physical Description a. Appearance h changer
- b. Dimensions 63" 0.0. X 383" Overall
- c. Meight 117 00
- 6. Location: Building: Reactor 646'l" Build'levation:
- 7. F(eld Mounting cond(clone LXl gelt (No.~. Size 2>" )
geld (Length )
- 8. a. System in which located: Residual Heat Removal S stem
- b. Functional
Description:
RHR Heat fxchan e i
.reactor during shutdown, for suppression ool ooli and fo co den
'he j Hot ftanfby 7 J t am rPofIYhuM~
on hot standby c. Is the equipment requ/red tor 3 t:Q Soth Neither
- 9. Pertinent Reference Design Specifications: G.E. S c 12/80
HPL: E11-8001 2
III. Is Equipment Available for Inspection in the P1ant: t. Q Yes Pj No IY. Equipment .gualification Method:
- t: 1 Test t:Xl Ana1ysis f) Conhination of. Test and Analysis gualification Report+: Heat Exchanger Dynamic Analysis Report (II ., TIRE 2 0 ) RRF 212-00042 R . 2~4 0 II II E 0 0 0204 Co(rpany that Prepared Report- General Electric Comgg~n Company that Reviewed Report: &&&&WW&&&&&&mmw&~&~&
General Electric Company Y. Vibration Input:
I. Loads conside'red: a. f3 Seismic on1y
- b. 5 ) Hydro(fynamic only C. c tX3 Combination of (a) and (b) *To satisfy operability.
2 method of Combining RRS: E>g Abso1ute Sum t. 3 SRSS I3
- 6. Mere fatigue effects or other vibration loads considered?
g( j Yes t: ) Ho If yes, describe loads considered and her they vere treated in overall The cyclic loading nature of the upset case SRV and qualification program:
OBE seismic loads was qualitatively considered. The number of s~tress c cles over the plant life results in an ASNE Code alternating stress allowable (SA) that is higher than stresses estimated at stress concentrations .
NOTE: If Pore than one report conplete items IY thru VII for each report l2/80
~ \ ~
3 MPL. E11-80.01 ....
VI~ If gualfffcatfon by Test, then Complete:'/A
- 1. f ) Single Frequency f ) random
[ 3 Nultl-Frequenqy: s$ ne beat
) j 2 f) Single Axis f) Multi-Axis
- 3. No. of gualfffcatfon Tests: OSE SSE Other
- 4. Frequency Range:
- 5. Natural Frequencies fn Each Direction {Side/Side, Front/Back, Vertfcal):
F/B ~
- 6. Method of Determining Natural Frequencies f) Lab Test f) In-Situ Test f ) Analysis
- 8. Input g-level Test: OBE S/S F/B ~
SSE S/S ~ F/B ~
- 9. Laboratory Hountfng:
- l. [ j Bolt (No., Size ) [3 Meld (Length ) [3
- 10. Functional operability verified: f) Yes f) No f) Not Applicable
- 11. Test Results including nedffications made:
- 12. Other test perforated (such as aging or fragflfty test, fncludfng results):
~Note: If qualification by a colt)bfnatfon of test and analysfs also complete Item VII.
- 12/80 .'
a) a MPL ~ E11-B00]
If gualfffcatfon by Analysis,%&~\&~W&~~
II. ~%%%&~%%&%~%'%%%\&&%%m&%a then complete:
- 1. Method of Analysis:
[ ] Static Analysis [3 Equivalent Static Analysis
[g Dynamic Analysis: [) Tfm-History [) Response Spectrum
- 2. Natural Frequencies fn Eich Dfrectfon (Sfde/Sfde, Front/Back,. Vertfcal):
S1S -%%'%'%%%'%&~
7.1 Hz 0~%~%% F/B 7.4 Hz V ~ 60 Hz 3 Model Type: [X] 3D [ 3 2D [3rD
[X3 Finite Element [ 3 Beam [ j Closed Form Solution
- 4. [X g Co AP uter Codes: SAP4G06 Tl B 11 Pflll uno]
Frequengy Range and Ho. of szhdes considered: 1 Hz to 'l55 Hz ~It ggd~
[) Hand Calculations
- 5. Method of Conbfnfng Dynamic Responses: [
'Xl3 Absolute Sum [ g SRSS Response to input from 3 orthogonal directions Other:
- ggmbineg SRSS and responses due to indiv'idual mqdes combinegsPec~~yl
~~SS, with closely spaced modes combined according to Reg. Guide 1.92.
- 7. C PP B C dd Bd \ Ch d 7: 7 7 d. 7 dhd
- 8. Critfcal Structural Elements:
Representative critical locations shown below:
Governing Load or. Response Sef smf c Total Stress A. Identification Location Combinatf on Stress Stress Allowable o Shell Static + Dynamic 18,500 19,250 o Anchor Bolts 13,115 29,000 Additional str ess values pr ovided on attached table.
Maxi asm Allowable Deflectf on S Max Crftfcal to Assure Functional Opera-Def lection t.ocatf on bf1fty Since the heat exchanger is a passive component, the magnitude of displacements
.has a negligible effect on functionality and operabil.ity.
12(80
RHR HEAT EXCHANGERS INVESTIGATED LOCATIONS Investi ated Locations
- l. Shell Pressure & Remote Nozzle Membrane Stress Dynamic Membrane Stress Z. Lower Support to Shell (A),(C)
Bijlaard Stresses Doe to Support Load .
Pressure 8 Remote Nozzle Membrane Stress Dynamic Membrane. Stress I
'3. PLower Support Anchor Bolts
~
Reaction Load Tension & Shear Stress
- 4. Lower Support Bracket & Attachment Meld
- 5. Upper Support to Shell (A),(C)
Bi.jlaard Stresses Due to Support Load Pressure & Remote Nozzle Membrane Stress Dynamic Membrane Stress
- 6. Tubesheet Flange & Bolts Design Pressure Stress Mechanical Load Equivalent Pressure Stress
- 7. N4 Nozzle Attachment (A),(C)
Bijlaard. Stresses Due to Nozzle load Pressure 8 Remote Nozzle Membrane Stress Dynamic Membrane Stress
STRESS ANALYSIS RESULTS:
Total Static and Dynamic Allowable Calculated Stress Stress (PS I)
(Faulted Unless Noted) (Upset Unless Noted)
- 1. Upper support to shell: (1.65) S
- Location "A" principal stress 22,432 28,875
- Location "C" principal stress 23,463 28,875
- 2. Upper support bracket Tension = 1/2 (1.65) S
- Principal stress 9,887 14,438
,3. Shell (1.10) S
- Principal Stress 1&,560 19,250
- 4. Lower support to shell: Faulted Emer enc Faulted Emer enc
- Location "A" principal stress '24,363 23,048 42,000 31,500
- Location "C" principal stress 33,630 26,519 42,000 31,500
- 5. Lower support bracket (1.65)(.5) S
- Principal stress 5,990 14,438 bolts Tension = .5 Su
- 6. Lower support anchor Shear = .62 Su)(.33)
- Tension stress 13,115 29,000
- Shear stress &,647 11,987
- 7. Tubesheet Flange and Bolts 1.5 (26,250)
- Flange hub stress 35,366 39,375 78.54 in he calculated stresses for the SRSS combination of dynamic loads will be ess than or equal to the values tabulated above.
GENERAL ELECTRIC CD.
Nuclear Energy Business Operations ENGINEERING CALCULATIONSHEET UMBER OATE SUBJECT BY SHEET OF 0-/5$ g
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Nuclear Energy Business Operations ENGlNEERING CALCULATlONSHEET MBER K hJ JJA DATE SUBJECT BY SHEET OF F v v F
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Nuclear Energy Business Operations ENGINEERING CALCVLATIONSHEET MBER DATE SUBJECT Lc c.4, BY SHEET OF P
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MPL: El 1 C002 ualification Sunna of E ui nt pl ant Name Susquehanna
- 1. Utilsty: Penns Light Co.
BRB~
1
- 2. NSSS: 3. A/E:
II. ~CN I Id
- 1. Scope: [.".3 NSSS [ 1 B0P
- 2. Model Number: 34 A 8/ tlUantttp:
5K6356XC10A 3I Vendor: In ersoll Rand Cpm n 4; If the componen. is a cabinet or panel, name and model No. of the devices included: N A
- 5. Physical Description a. Appearance Ve ti a m d steel cylinders
- b. Dimensions Dia. 70 in. Len th includin zz & ln c.. Height 48 810 flooded with m to
- 6. Location: Building: Reactor il in Elevation: 649 ft
- 7. Field Hounting Conditions 'f 3 Solt (No. , Size~~
Kd1d'(Lengt )
- 8. a. System in which'located: Residu 1 This pump provides pressurized water for'CCS
- b. Functional
Description:
s ooling
- c. 1s the equipment required for 5 3 Hot Standby t: ) Cold Shutdown fQ Both 5 ) Neither
- 9. Pertinent Reference Design Specifications:
21A9243DN Purchase Data Sheet i i 12/80
MPL: 11-C002 III.I ~wammm4smm~~ww~m~ma~m~mmmwammam~~mm~~
Is Equfpment
~p Available for Inspection fn the Plant: [X3 Yes [] No IV.~ Equfpment
~~ gualfffcatfon Method:
. [ g Test [3 Analysis [X3 Conhfnatfon of Test and Analysis gualfffcatfon Report~: Pump/Motor Dynamic Analysis Report .
(Ro., Title and Date) DRF E12-43, Rev. 1, Susquehanna RHR Pump, 8204 ConPany that PrePared RePort: General Electric CorPany that Reviewed RePort: General Electric V. Vibration Input:
- 1. Loads considered: a. [3 Seismic only
- b. f3 Hydrognamfc only
- c. [Q Conhfnatfon of (a) and (b)
- To satisfy operability concerns
- 2. Method of Coahfnfng RRS: [X 3 Absolute Sum [ 3 SRSS [ 3
- 3. Required Response Spectra (attach the graphs): Seismic a hydrodynamic graf>hs are attached.
Darqing Corresponding to RRS: OBE SSE 2X 5 .Required Acceleration fn Each Dfrectfon: [ ZPA Sino~ reponse l
~))ectr~m a(Ia'lp~s pp ))rrf(IrmedF on) Particu'
. gther (spec>7)~
SSE 5/S
= F/S T g
- 6. Vere fatigue effects or other vibration loads consfderedT
[Xg Yes [g No If yes, descrfbe loads considered and how they were treated in overall qualification program-'he ~cl ~T'gafigg ggj~~~gt. ggg~~t.~ and pBE seismic loads was qualitatively considered. The number of stress cycles over that ss higher than stresses estimated at stress concentrations. VTbra ion, dis~lacements from ~um~operati~n ary m~eggrg+~gt:+ggg+gg~~rggj.ic Institute StanBar2s; therefore, high cycle vibration stresses are low and would not lead to pump faf1ure.
NOTE: If Wore than one report complete items IV thru VII for each report.
)2/80
3 HPL E11 COOP--
VI~ If qualification by Test, g then Complete~:~ N/A E 3 random
[ 1 gee Frequency [ g ~o~t~ F
- 2. L 3 Single Axis I 3 Multi-Axis 3
4.
No. of gualfffcatfon Tests:
Fre uen e Ran g OBE SSE Other R 7=
- 5. Natural Frequencies fn Each Direction (Sfde/Side, Front/Back, Vertical):
S/S R F/B ~ V s
I 3No
- 9. Laboratory Mountf ng:
- 1. [ g Bo1t (No. ~ Size ) [ 3'geld (Length ) [3
- 10. Functional operability verified: f 3 Yes I I No I 3 Not Applicable
- 11. Test Results fncluding modifications made:
- 12. Other test performed (such as aging or fragility test, fncludfng results):
<<Note: If qualfffcatfon by a coahfnatfon of test and analysis also cooqlete Item VII.
~Test referred to vendor performance and operability testing, not seismic testing.
e g e HPL: Ell-C002 if gualfffcatfon by Analysis, then complete:
Vii. ~\&%%~&&&%&&%%%%&%%'Q'%~%%&'%%&%&%%~~m~~
- l. method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysfs
[X] Dynamic Analysis: [ ] Tfrrm.-Hfstory [X] Response Spectrum
- 2. Katural Frequencies fn Each Direction (Sfde/Sfde, Front/Back, Vertical):
S/S a 12 hz F/B ~ 13 hz V > 70 hz
- 3. Model Type: [X] 3D []2D ~
[,]1D
[X] Finite Element [X] Beam [ ] Closed Form Solution
- 4. [X] Coaputer Codes: SAP4G07, ~ t% ~~
FLTFG01W m &
% % % % % &% ~ &&~ &&~ ~ &A ~ ~w~ ~ '% %~~
Frequency Range and No. of rrodes considered:
4
[] Hand Calculations
- 5. Method of Combining Dynamic Responses:
- Response to'nput 3 orthogonal directions
[ ] Abso'.ute
- Sum [ ] SRSS
[X] Other:
combined SRSS, and responses due to individual mo es combined SRSS,, with closely spaced modes combined accoIVing Ts gcif )-
8o Reg.Guide 1.92.
- 7. .Support Considerations in the nodal: Bolted on flexibIe foundational O
- 8. Critical Structural Elements:
Governing Load or Response Sef smf c Total Stress A. ident f fi cat i on Locat i on Combinatf on Str ess Stress Al 1 owabl e o Motor Mounting Bolts Static + Dynamic Loads 5,977 30,000 o Suction Barrel Shell Static + Dynamic Loads 14,784 32,400 Additional stress values provided on attached table.
Naxfmm Allowable Deflection B. Max. Critical to Assure Functional Opera-Def1 ectf on Location . bi 1f ty o Dis lacement Evaluation Cal c. Al 1 ow.
~0i s ~01 S
- 28. Relative horizontal displacement between S+N+DYN .0015 .015.
im eller and bowl
. Re ative orizonta isp acement etween shaft and mechanical seal 3 ; Re ative vertical isp acement etween s aft
+ + YN arid mechanical seal
- 31. Relative vertical displacement etween first S+N+DYN . 2 sta e im eller and bowl
- 32. Separation between operating spec and system DYN 14. 45 ..8 resonant frequencies 39.858 24.587
ECCS PUHP/ICHOR EVALUATION LOCATIONS (TO)
, Critical Locations
~ Stress Evaluation Load Casbl not i on Calculated Stress Allovable Stress Stress latio Suction barrel shell at sax. sasent location P ~SiH~OYN 17;672 21,000 0.842
- 2. Suction barrel shell head at pin interface P <<5<<H<<OYH S
14 t784 32t400 0.456 Suet. 15,193 0.438 Discharge head shell a+scant to discharge and PS<<5<<H<<OYH 34,650 duct<on nozzles OTs h. 20 392 0~5 Suction barrel sounting f~Ian e and bolting, PS+5+M+OYN =
9,450 21,000 0.450 thread engagesent Foundation bolting Shear 5+&DYN 3,176 10i000 0.318
- 6. Discharge head flange and ~Itin P ~S~HiDYH 43,304 45,000 0.962 T. Discharge elbow at sax. sonant location P ~S~HiOYH 10,926 21,000 0.520
- d. Discharge elbow ad)scent to stuffing box P ~S~I4OYN 18,670 27 F000 0.691
- 9. Stuffing box pipe at sax. sosent location PO~S~HiOYN 8,451 18,750 D.451
- 10. DIscharoc suooort hbs SiNiDYN 15.873 31e500 0.504 Hotor stand stress and buckling capability 5,717 ~
2lt000 0.272 at sax sonant location
- 12. Hotor sounting flange snd bolting> thread 5,977 30t000 0.199 engagesent shen applicable
- 15. Shaft stress at sax. sasent location and/or S~H OYH 8,508 36,000 0.236 sinlsus section
- 14. Hotor to pusp shaft coupling SiHiOYR 7t405 0.411 (Nay) 1 18,000 4
- 15. Pusp shaft coupling (if supplied) &HiDYN N/A N/A
- 16. Pusp shaft bearings at sax. load location SiH~DYH 59 107 0.551
- 17. First stage case at sax. sasent location P ISiH4DYH 8,835 13t000 0.680
~ nd/or sinuose section Id. thill ~tttt tt ttttt tttt tt tttjtt
~
sosent location and/or sinisus P iS~H+OYN 7,012 13,000 0.539 section (H.A. HPCS)
- 19. Case bolting at saxissss sosent location, PD<<5<<N DYH
<<40,123
'5o000
<<0.891 thread engsgcsent (H.A. HPCS)
Discharge colusn at sax. sonant location P +Si)4DYN 12,338 31 <<500 0.392 (as supplied) OI.A. RPCS)
Discharge coition flange and bolting, thread PDi&H< DYN <<40,123 45o000 <<0.891
~tgagesent (as supplied) (H.A. HPCS)
Channel ring stress (HPCS only) P ~SiH OYH N/A N/A N/A Channel ring tie rods (HPCS only) PD<< S~ HiDYN N/A N/A
- 24. Ssal I piping (as applicablo) ~ I/2"'pipe 'tdiDYH 72 kn. 122 In. 0.590 Evaluation Interface load at pin end/or support (as supplied ~DYN 27,978 lbs.
26t Vertical thrust load on mtor (End Shield) P +Sil4OYH 5,000 0.908 Acceleration at sotor CC Hori 1. 0.4609 Vert. 0.31 0.59 0.6
~ Di I acesent evaluation Relative horizontal displacement ~seen 0.0015 In. D.015 In. 0.100 Ispellsr and bawl Relative horizontal displacesent betveen 9.899 x 10 12.0 x 10
'.825 shaft snd sechanical seal Relative vertical displacmcat betveen shaft 1.36 x 10 5.0 x 10-2 0.272 and sechanical seal 51 lelative vertical displacesent between first 2.9 x 10 22.5 x 10 2 0.129 stage Ispeller and bovl 51 Separation betveen operating speed and systos 14.745. 39.858. 14.8- F - 24.58 0.996
GENERAL ELECTRIC CO.
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, ualification Summa of E ui ent MPL: E21-C001 I. Plant Name: Susquehanna ~T)e:
1.. Utility: Penns lvania Power 8 Light
- 2. NSSS: GE 3. A/E: Bechtel BMR 4 MK II II. ~CII C Sp y P
- 1. Scope: t:X3 NSSS t: 3BOP 5K6338XC76A
- 2. Model Number: 25APKO-6 Sta e- S/N 10782 . Quantity: 4
- 3. Vendor: Ingersoll Rand Com an General Electric M r P
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A
- 5. Physical Description a. AppearanceVertical .pump/motor
- b. Dimensions Oia. 46 in., Length (including nozzles 5 motor) 250 in.
c Height I5.915 flooded, with motor
- 6. Location: Building: Reactor Buildin Elevation: 649 ft. (on basemat)
- 7. Fle1d Mounting Conditions M Solt (Mo. 12 Meld (Len~gt
, Size lM" )
)
I3
- 8. a. System in which located: Core Spray System
- b. Functional
Description:
T>>s pump Provides pressurized water for ECCS System functions.
- c. Is the equipment required for I 3 Hot Standby I3 Cold Shutdown t:
'3 Both I.X3 Neither
- 9. Pertinent Reference Design Specifications: Design Report No. 21A9243DM Purchase Data Sheet Specification No. 21A9369AY 12/80
0 HPL: E21C001 2
, Is Equipment Available for Inspection MW~~WW~~&&~&~M fn the Plant: {:X3 a&&&&&%&&~mm~~ Yes f3 No IV. Equipment gualfffcatfon Method:
t'. 3 Test {: 3 Analysfs {.x3 Coahfnatfon of Test and Analysis BuaIification Repo&n: pump/Motor Bynamic Anaiysis~Re ort (No., Title and Date) ORF E2l-27, Rev. 1, Susquehanna Core Spray Pump, 8204 Company that Prepared Report: General Electric Con@any that Reviewed Report: General Electric V. Vibration Input:
- 1. Loads considered: a. {. 3 Seismic only
- b. {: 3 Hydronymfc only
- c. {X3 Contfnatfon of (a) and (b)
- To satisfy operability concerns.
20 Method of Coahfning RRS: P3 Absolute Sum {: 3 SRSS C Required Response Spectra (attach the graphs): Seismic and hydrodynamic load response spectra curves are aa7acRed.
Darping Corresponding to RRS: OBE SSE 5 Required Acceleration fn Each Dfrectfon:* I3 ZPA {: 3 Other (s pec17y~
0 BE S/S. F/B ~
SSE S/S ~ F/B V 1
- 6. Mere fatigue effects or other vfbratfon loads consfderedT (pe Yes {. 3 No If yes, descrfbe 1oads considered and how they were treated fn overall qualification the plant d h life results
!itT in l
program: The cyclic loadinq nature of the~uset case SRV and an ASME Code m g.
alternatin fr f stress allowable.
y1 S
OBE IWl~ggh~!glfhh p1 f p>>lgl ~~g I d ~ I h ~dd'!
- and would If not lead to pump failure.
.h sere than one report complete ftcms IV thru VII for each report l2/80
- Since response spectrum analysis was performed, one particular acceleration value was not used. Therefore, refer to attached curve values.
MPL: E21-C001
/ VI. If gualfffcatfon by Test. then Complete~: N/A random
- 1. [ j Single Frequency [ j Multi-Frequency: sine beat
- 2. [ 3 Single Axis [ j Multf-Axis
- 4. Frequency Range:
S. Natural Frequencies fn Each Direction (Sfde/Side, Front/Back, Vertical):
S/S R F'/B ~
- 6. Method of Determining Natural Frequencies
[ j Lab Test [ j In-Situ Test [ j Analysis
'[jNo
- 9. Laboratory Mounting:
1~ (: j Bolt (No. ~ Size ) [] geld (Length ) ( I
- 10. Functional oper'ability verified: [ j Yes [ j No [ j Not Applicable 11 ~ Test Results including amdificati one made:
- 12. Other test perfbrtn d (such as aging or fragility test, fncluding results):
<<Note: If qualification by a conhfnatfon of test and analysis also cooplete Item VII.
- Test referred to vendor performance and operability testing, not seismic testing. l2/80 .'
e g a MPL: E21-Cool If gualificatfon by Analysis. then complete:
VII aeeaeaeaaaaaaeeeee4eeeaeaeaaaeeeaeaaaaeaa~
- i. Method of Analysis:
[ ) Static Analysis [ ) Equivalent Static Ana1ysis tx) Dynamic Analysis: [ ] Tittm.-History [X) Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
S/S ~ 12.5 hz F/B > 12.7 hz V ~ 89 hz
- 3. Model Type: [X ] 3D [] 2D []ID
[X] Finite Element [X] Beam [) Closed Form Solution
- 4. [X] Computer Codes: SAP4G07, FLTFGOl Frequency Range and No. of aedes considered: 1 hz to 150 hz (26 modes)
[] Hand Calculations
- 5. Method of Co&ining Dynamic Responses: [ 3 Abso',ute Sum [ ] SRSS
- Response to input from 3 orthogonal directions [X Other:
- combined SRSS and responses due to individual ] \
Q a & e e % a &Q e e e e e e e e a e a a ace a a modes combined SRSS with closely spaced modes combined according LspeclTy J to Reg.Guide 1.92.
ZKH8ZZLEu-0 0 7.
8.
Support Considerations Critical Structural in the nedel: Bolted on flexible foundation Elements: Representing critical locations shown below.
Governing Load or Response Seismi c Total Stress A. aIdentif i cat i on Locat i on Combinati on Stress Stra ea ess'e 'e e aAl e a e a e e a e 'e a a e 'e e aa a a a a a e e e a aa a 'eaae a ea a aa aa aae a e aa eaa eaa a e1 owabl e a aaaa e
o Motor Mounting Bolts Static + Dynamic Loads 1,960 30,000 o Suction Barrel Shell Static + Dynamic Loads 13,499 Additional stress values provided on attached table.
Maxiaum Allowable Deflection B. Max. Critical to Assure Functional Opera-Deflection Location bi 1ity CALC. ALLOW.
o Dis 1acement Evaluation LOADS DISP. DISP.
- 28. Relative horizontal displacement between S+N10YN .0003 .015 im eller and bowl
- 29. Re1ative horizontal disp acement between S+N+DYN .005 .012 shaft and mechanical seal 3 0. Relative vertica isp acement etween s aft S+N+DYN .oo56 .a6 and mh hanical seal
- 31. Relative vertical disp acement etween first S+N+DYN .0133 .225 sta e im eller and bowl
- 32. Separation between operating speed and system resonant frequencies DYN 15.78 22.25 f 60.53 37.09
tpg/ C so)
ECCS PDM'/MOTOR LVALUATION MCATIONS (lR)
Critical Locations Lwad Ca 1 cu1 at ed Allowable Stress Cosbinstion Stress Stress Ratio
~ Stress Evaluation
- l. Suction barrel shell at sax. sonant location P 5
iSiNiDYN 13e499 21,00 0.64
- 2. Suction barrel shell head at pin interface PSigiM+OYN if (if supplied and pin contacts support) 12,334 32,400 0.38 sc 315 "0.91
- 3. Suction barrel ad)scent to suction nozzle PSiStHiOYN Suet. 33417 34,650 0.96 Suction barrel sounting f)ADER and bolting, PSigiH+DYN thread engagesent 18o426 21,000 0.88 6.
Foundation bolting.
Discharge head flange and ~
Discharge elbow at sax. sosent location N
TBIS10H SiH+DYN PSiSiHiDTH PDiS~HiDYN 3o206
+591 44,815 11,061 10,000 45,000 21,000
~
0.32 0.86 0.996 0.53 Discharge albo~ ad)scent to stuffing box PD 5+HiDYN 16,076 27,000 0.60 Stuffing box pipe at sax. sonant location PD+SiNiON 18,750 0.36
- 10. Plate connecting stuffing box to sotor stand SiHiOYN 20,011 31,500 0.64
- 11. Flotor stand stress and buckling capability SiHiDYN '4,505 21,000 0.21 at sax. soacnt location Motor sounting flange and bolting, thread 5+H+DYM 1 960 30,000 0.065 engagesent when applicable Shaft stress at sax. nose>>t !oration and/or Sih+ DYÃ 13,301 36,000 0.37 sinisus sectzon 3HW 0.31 Motor to puap shaft coupling COMP.
SiN+DYN 13.450 18,000 0. 75
- 15. Pusp shaft coupling (if supplied) SiHiDYH ll/A N/A N/A
- 16. Pusp shaft bearings at sax. load location SiNiDYN 31.7 107 0.30'.19 First stage case at sax. aorent location PDigiNiDYN and/or siniau= section 1731 9,000
- 18. Pusp top case, or series case at saxisus PDiS~HiDYM sonant locatior and/or sinisus 4970 9,000 0.55 section (N.A. HPCS)
- 19. Case bolting at saxisus sosent location, PD'SiN~DYN 24932 45,000 0. 58 thread engagesent (h.A. NPCS)
- 20. Discharge colure at sax. sonant location ,P ~5 N OYh 18,307 31,500 0.58 (as supplied) (H.A. NPCS) t P
- 21. Discharge colusn flange and boltiag, thread P +5+N+DYN 25,932 45,000 0.'58 eagagesent (as supplied) (N.A. llPCS)
- 22. Channel ring stress (llPCS only) PDigiNiOYH
- 23. Channel ring tie rods (HPCS oaly) PDiS~NiDYH 24 Ssall piping (as applicable) l45iDYN 72ln. 122$ n. 0.59
~ Load Evaluation 25 Interface load at pin and/or support (as supplied Si&OYN 10,628 lbs Unknown
'0:17
- 27. Acceleration at sotor CG DTN H
0 352a 0;5g 0 'g 1.Sg b.'7()
0.33
~ Dis lacesent Evaluation
- 25. Relative horizontal displaccsent betveen &HiDYN ispeller and bowl 0.0003 0.015 0.02
- 29. Relative horizontal displacesent betveen 5+NiDYH shaft and sechanical seal 0.005 0.012 0.42
- 30. Relative vertical displacesent between shaft SiN+DTN and aechanical seal 0.0056 0.05 0.11 Rolative vertical displaccsent between first SiN+DYH 0.0133 0.225 0.06 5'cage ispeller and bo>>1
- 32. Separation betveen operating speed and systes resoaant frequencies 15.78 60.53 22.255fn237 09 0.71
GBERAL ELECTRIC CD.
Nuclear Energy Business Group ~84: 8'Cl - Mo]
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Nuclear Energy Business Group ENGINEERING CALCVLATIONSHEET
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, ualificatfon Sutnna of E ui nt I ~ Plant Name: Sus uehanna 1 & 2 ~T>e:
- l. Utility: Pennsylvania Power & Light
- 2. XSSS: GE 3. 9/9:~l, BMR 4 MK II II ~CII AIPAP I I I P'.
- 2. Nodel Number: S/N 7115078 quantity: '1
- 3. Vendor: B ron Jackso
- 4. If the, component is a cabinet or panel, name and model No. of the devices included:
N/A
- 5. Physical Description a. Appearance 2 um s on base with
- b. Dimensions Len th 16'-3 4" 4-1 2'i h 4'
- c. Mefght Total wei ht 16'10 lbs.
- 6. Location: Building:
Elevation:
645'ea
- 7. Field Mounting Conditf ons t: )0 f 3 Bo)t {No.
((eld {Length g, S<te~~"
)
)
t: 3
- 8. a. System in xhfch located: Auxiliary Standb S stem Injects wafer into RPV at high pressure for b Functional
Description:
small bre depresSuz'ization of the zrssssrz vesse'l.
- c. Is the equipment requfrcd for L ) Hot Standby g 3 Cold Shutdown EX3 Both I3 Neither
- 9. Pertinent Reference Design Specifications: Purchase S ec.
No. 21A9243 12/80'
NPL: E -C001 II. ~W~&WW~~~~~~W~&~IA
~ Is Equipment Available for Inspection fn the Plant: pg AWW&&W~&~~~~ Yes f.] No IV Equipment gualfficatfon Method:~
{: ] Test t:Xl Analysis t: l Conhfnatfon and Analysis of Test gualfffcatfon Report~: Seismic Analysis of HPCI Pu~m Asse~mbl (6 ~, Tftl 6 6 t ) VP 26676 267 I ~7)ffm Conpa'ny that Prepared Report: Byron Jackson Pump Division Corpany that Reviewed Report: &W~W&&&&&&m~~&~ww4&~&&~~~~~
General Electric Co.
V. Vibration Input:
- 1. Loads considered: a. 5 l Seismic only
- b. 5 l Hydrognamfc only c 1:X] Coahf natf on of (a) and (b) 2- Method of Combining RRS: fX] Absolute Sum f 'l SRSS '[ ]
- 5. Required Acceleratfon fn Each Dfrectfon: f l ZPA acceleration t'X] Other Since response spectrum ana)ysis wa) ~er)armed ~ne Eartj~ul~r Itsi)ec)+y7 V a
,SSE S/S ~
= F/B V a
- 6. Mere fatigue effects or other vibration loads consfdered7 t.X] Yes [ ] No If.yes, describe llf\ t'I 6 I: Tt m ff I di~~tf~ tttt~iv loads considered and how they were treated fn overall seismic loads was qualfta6v~ey consiVereV. The number of stress cycles over the lant life results in an ASME 'Code alternatin t ~l~l w ble S d Mt
~NOTE:
I 'I: nn~~;~g thaW Ts l))goer Eran stresses est(mate and would not lead to pump failure.
If at stress concentrations. Vibra ion displacements from pump operation are measured to be less than H draulic aare than one report coaylete items IV thru VII for each report 12/80
3 MPL: 1-CON.:---
If qualification by Test, then Complete~: N/A VI. ~&~&&'%~&W&~%~~&%&%~%~%&&WW~&~
f3 random 5 1. f 3 Single Frequency f 3 Multf-Frequency: [, 3 sine beat f3-
- 2. f 3 Sfngle Axis f 3 Multi-Axis
- 4. Fre uency Range:
S. Natural Frequencfes fn Each Direction (Side/Side; Front/Back, Ye*ical):
S/S ~ F/B ~ V a
- 6. Method of Determfnfng Natural Frequencies f 3 Lab Test f3 In-Situ Test f3 Analysis
- 8. Input g-level Test: OBE S/S ~
SSE S/S ~ Y
- 9. Labor atory Mounting:
1~ ( g Bolt ( No..
~ Size ) 5 j Beld (Leogth ) E 3 10- Functional operability verified: f 3 Yes f3 No. f3 Not Applfcable
- 11. Test Results fncludfng modfffcatfons made:
12 Other test performed (such as agfng or fragility test. fncludfng results):
- Note: If qualification by a coahfnatfon af test and analysis also conplete Item VII.
12/80 .'1
MPL: 1-C001 YII. If gualfficatfon by Analysis, then complete:
- 1. Method of Analysis:
- t. 1 Static Analysis [ 3 Equfvalent Statfc Analysfs t..0 Dynamic Analysis: t: 3 Time-Hfstory fX3 Response Spectrum
- 2. Natural Frequencies fn Each Dfrectfon (Sfde/Sfde, Front/Back, Vertfcal):
12.36 Hz F/8 ~%%0044 12.36 Hz y s 12.36 Hz eaaaaaa~~a~M~a 40%%%%4%%0%
- 3. Model Type: P3 3D E 12D t:l1D
[ ] finite Eleoant t: ] Beam t: 3 Closed Form Solution
- 4. t. 3 Coaputer Codes: SAP/6 (used by Byron Jackson)
Frequenqy Range and Ho. of nodes considered: 1 Hz to 317 Hz (55 modes) 5 ] Hand Calculatf ons
- 5. Hethog gf Cagbipkg@0gnpmjc Repponges: L' Absolute Sum E 1 SRSS
~ R~ s n5 e ~ Inp r0 m 0 a ~ el 0n I t r II~ I I IIIIII~ II I!
0 ne camtoined SRSS; and 011 01
~I uI responses I due to individual II
~i~I odes combined SRSS,~ with closely bio!I~
I spaced CImodes
~1~ 11 (s p eel 7y~ ]
~i ombined according to Reg. Guide 1.92. I
~~ II III I~
~I I
~ Basis for the BoIting ~
dasping used: 385HA777 Rev.
between pump and peVesfa~
0
- 7. Support Considerations fn the model: included in the finite element model.
Found'abonbilitytyassume r> gs Z.
- 8. Cr ftfcal Structural Elements:
Governf ng Load or Response Sef smf c Total Stress A. Ident f fi cat f on Locat f on Combinatf on Stress Str ess Al 1 owabl e Maxi mum Allowable Deflection S. Max. Critical to Assure Functional Opera-Deflectf on Location
- Representative critical locations shown on the attached table.
TABLE 1
SUMMARY
OF RESULTS, HPCI PUMP Cal cul ated Al 1 owabl e Stress Critical Stress Location Stress, PSI Stress,PSI Ratio 1 Main Pump Holddown Bolts 14,813 25,000 .592 2 Booster Pump Holddown Bolts 25,000 .637 15,929'3,451 3 Main Pump Taper Pin 33,600 .698 4 Booster Pump Taper Pin 21,498 33,600 .639 5 Bypass Pipe 8,297 15,000 .553 6 Bearing Oil Inlet Pipe - 3/4" 19,016 21,600 .880 7 Bearing Oil Outlet Pipe - 1/2" 3,168 12,000 .264 8 Main Pump. Shaft 15,126 17,500 .864 9 Booster Pump Shaft 6,930 17,500 .396 10 Main Pump Pedestal 8,666 12,600 .687 11 Booster Pump Pedestal 10,414. 12,600 .826 12 Main Pump Mounting Foot 19,918 21,000 .948 13 Booster Pump Mounting Foot 15,870 21,000 .755 14 Main Pump Bearing 70 80 .875 15 Booster Pump Bearing 1282 lb. 13,600 lb. .094 OISPLACEMENT EVALUATiON Shaft Oi spl acement at Main Pump 16 Wear Ring Clearance .0044 in. .008 in. .550 17 Shaft Oisplacement at Booster Pump Mear Ring Clearance .0086 in. .009 in. .955 Shaft Offset Misalignment at:
A. Coupling between turbine and main pum .0194 in. .083 in. ..233 B. Coupling between main pump and gear .0240 in. .083 in. .289 C. Coupling between gear and booster pum .0237 in. .043 in. .551
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MPL- E51 - C001 ual.ification Sunna of E ui nt Pl ant Name'. Susquehanna ~T)e:
1 ~ '.Utility: Penns lvania Power 5 Light
- 2. NSSS: GE 3. A/E: Bechtel B~ 4'K II
~CII R 1 .1 I 1 1 1 1 P P
- 3. Vendor: Bingham Millamette Pump Company 4- If the component is a cabinet'r panel, N/A name and model No. of the devices included:
6 x 6 x 10> CP, 4 Stage
- 5. Physical Description a- Appearance Horizontal c linder on base late
- b. Dimensions Len th 62 in. Hei ht 45 in. width 47 in.
c- Meight Pum and Base wei ht 6 475 lbs.
- 6. .Location: Building: Reactor Buildin Elevation: 645'Basemat)
- 7. F(eld Mounting Conditions (:Q Bolt (Mo.4, Steel-1/@"
Meld (Lengtn )
8 a. System in which located: Reactor Auxiliar S stem is pump supp ies coo ing water o e b Functional
Description:
reactor core durin isolation conditions accompanied with oss o norma ee water.
. c. Is the equipment required for 5 3 Hot Standby f 3 Cold Shutdown
[Q Both g g Neither S. Pertinent Reference Design Specifications: Purchase Spec. No. 21A9243AC 12/80
HPL: E51-C001 II.
/'V. Is Equipment Available for Inspection in the Plant:
Equipment gual 1 fi cation Method:
t:x] Yes E.3 No g,3 Test t:x3 Analys1s t: 3 Coahination of Test and Analysis gualification Report~: Susquehanna RCIC Pu~m New Loads An~al sis (No., T1tle and Date) ORF ¹E51-72 8204 Company that Prepared Report: General Electr ic Coapany that Reviewed Report: General Electric V. Vibrati on Input:
1~ Loads considered: a. [ 3 Seismic only
- b. 5 3 Hydrodynamic only c {:Xj Conhination of (a) and (b)
- 2. Method of Coahining RRS: t.x3 Absolute Sum t. 3 SRSS 5 3
OBE S/S < F/B ~ V m SSE S/S ~ F/B ~ V I
- 6. Mere fat1gue effects or other vibration loads consideredT Ex3 Yes t 3 No 4 ~1i EL'~~
If- yes,d describe loads considered and how th~ were treated 1n overall "4 4' seismic loads was qualitatively considered. The number of stress cycles over 4 dhfhatJ.LLL~ELLLE.EL~
that is higher than stresses estimated at stress concentrations. 'ibra ion EIIBE 4'1LBLBLLII Institute Ran ar s; t erefore, high cycle vibration stresses are low and would not lead to pump failure.
~NOTE: If sere than one report complete 1tems IV thru VII for each report.
l2/80
~ ~
MPL: E51-COtR '.--
I VI~ If gualfffcatfon by Test, then Complete~: N/A random
- 1. 5 3 Single Frequency f3 Multf-Frequency: sine beat
- 2. f l Single Axis 5 3 Multi-Axis
- 4. Frequency Range:
- 5. Natural Frequencies fn Each Direction {Side/Side, Front/Back, Ye*ical):
. S/S 0
- 6. Method of Determining Natural Frequencies I3 l.ab Test .
5 3 In-Situ Test 5 3 Analysis 7'RS envelopfng RRS using Multi-Frequency Test I l Yes (Attach TRS 4 RRS graphs',
I )No
- 9. Laboratory Mounting:
C) l. L' Bolt (No., Size ) f. ) Weld (Length 1 E 1
- 10. Functional operability verified: 5 3 Yes l: 3 No f. 3 Not Applicable 11 Test Results including modifications made:
- 12. Other test per'f('ormed (such as aging or fragflfty test, fncluding results}:
~Note: If.qualfffcatfon by a coahfnatfon of test and analysis also coaylete
!tern VII.
MPL: E51-C001 VIIte If gualfffcatfon by Analysis, then complete:
I 1. Method of Analysis:
g ] Statfc Analysis ~ Equfvalent Statfc Analysis
- f. 3Dynamic Analysis: L' Tfae-History 5 3 Response Spectrum
- 2. Natural Frequencies fn Each Dfrectfon (Side/Sfde, Front/Sack, Vertfcal):
35 Hz F/8 s 35 H2 V a 35 Hz
- 3. Model Type: [Q 3D 5 32D t 3iD f.X3 Finite Element f.X] Beam f 3'Closed Form Solutfon
[rg Computer Codes: SAPG07 f q fd 9 dlt. f d td I: Ntq, 5 3 Hand Calculations
- 5. Method of Coabfnfng Dynamic Responses: EX3 Absolute Sum E 3 SRSS L 3 Other:
(speci fy)
- 6. E N I II: ttBE EEE EB E t f BB d qI E d:add~
GE Specs.
70 I Support Considerations $ n the aodel: Bolt~in between ~a (b) pump and base, was included in the .model.
Crftfcal Structural Elements:
Governf ng Load or Response Sef smf c Total Stress
- A- Identf ficatfon Locatfon Combfnatf on Stress Stress Allowable
'I Marlaam Allowable Deflection
- 8. Max. Critical to Assure Functional Opera-Defi ectf on Locatfon bf1 f ty Representative critical locations shown on attached table.
btlltNAL tl.t4lnll vu.
Nuclear Energy Business Operations ENGlNEERING CALCULATlON SHEET ~h.; crtl- m<
PROJECT: Susauehanna ElllllPMENT~RCIC P TABLE: 1
SUMMARY
OF RESULTS CALCULATED ALLOWABLE STRESS )
CRITICAL STRESS LOCATION STRESS, PSI STRESS PSI RATIO Pump Holddown Bolts ft + fv ~l .467 .467 Ftb2
- 2. Anchor Bolt -- Shear 74zz 10.000 74Z Tensile l 7,'090 21,600 8l3
- 3. Pump Outer Case 7,052 17,500 .403
- 4. Pump Outer Case at Discharge Nozzle 7,855 26,250 . 300
- 5. Oischarge Nozzle 3,600 17,500 .205
- 6. Suction Elbow 7,900 18,000 .440
- 7. Pump Shaft 5,975 32,000 .187
- 8. Shear Pin 2,680 '1.7,500 .153 sgnment Key 2,230 15,000 .148
- 0. Impel 1 er Key 4,810 9,000 .534 Mounting Feet 6,208 17.500 .355 Mounting eet Weld Stress 6,208 9,625 .645 ump'edestal Meld Stress 1,868 9,625 .194
- 4. Hase Plate 8 Plate Stiffener 13,818 21,600 .640
- 15. Outboard Bearing - Axial 1,323 lb. 17,200 lb.. .077 nboard Bearing -Radial 376 lb.. 7.,670 lb..050-Seal Circulation - 1/2" 10,000 15,000 . 667 Piping 3/4 II 4,630 15,000 .308
- 8. Bypass Piping 8.592 15,000 .573 DISPLACEMENT EVALUATION:
Relative Radial Oispl. Between
- 19. Shaft 5 Sleeve .00383 .0055 .686 Relative Radial .Oispl. Between Shaft I Mech. Seal .0008 .0055 .145 Relative Radial Ofspl. .00084 .0075 .112
- 21. Between Impeller 8 Casing
- 22. Shaft Angular Nsalignment .0022 Rad. .017 Rad. .129 at Coupling
, TABLE 2 ARCHITECT ENGINEER TRANSMITTAL DATA The pump add turbine foundation bolts are provided to resist horizontal and vertical dynamic and static loads acting on the pump in two ways:
- 1) bolt tension to resist pump overturning and uplift effects, and
- 2) bolt shear to resist pump horizontal load effects (neglecting friction).
The effect of horizontal and vertical dynamic and static loads acting on the pump produce loads at the foundation bolts that exceed the 10,000 psi maximum bolt stress interface criteria. In many cases, the actual capability of the embedment design is higher than the interface criteria and equipment modification is not necessary. Therefore, the adequacy of the existing embedment design is to be evaluated using the following loads:
Location Stress' RCIC Pump Foundation Bolt
- Tensile t7,090 psi
- Shear egg Psi O.
Notes:
- 1) The reactions supplied are due to faulted loads.
If the design is not adequate, notify G.E. Projects office.
- 2) Average (~) tensile and shear stress reported above is based on tensile or shear for ce divided by nominal bolt area.
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MPL. F21-E003 ualification Surrrna of E ui nt I. Plant kame: SUSQUEHANNA ~T)e:
Uti]ity: PENNSYLVANIA POWER & LIGHT
- 2. NSSS: 3, A/f: 8ECHTEL BWR 4 MK II
~c II REFIIELING PIATPQRM
- 2. Model Number: DWG 762E892 Quantity: 1
- 3. Vendor: PROGRAMMED ANO REMOTE SYSTEM CORPORATION
- 4. If the componen. is a cabinet or panel, name and model ko. of the devices included: N/A
- 5. Physical Description a. Appearance Trussed Bridge Platform on Rail's DimensionsSPan 50'; Height 21'ax.; Width 14' 6
" h1ax.
We i ght 40 Ki ps (al 1 hoi st loaded)
- 6. Location: Bui 1 ding: Reactor buil ding Elevation: 818 ft.
- 7. F1e1d S1ounting Conditions [ 3 go1t (No. ~ Size )
- up s sng restraints
- 8. a. System in ~ich located: Refueling & Storag~ EquiP~ent
- b. Functional Description. Refueling 'equipment used to transPort fuel
- c. Is the equipment required for i3 Hot Standby I3 Cold Shutdown E 3 Both Ex) Neither
- 9. Pertinent Reference Design Specifications: Purchase Spec 762E875 l2/80
HPL: F21-E003 o g a Is E'quipment Available for Inspection $ n the Plant: [x3
~a~aa~~a~~a~m~~aeaae~maaaea~~~~~ Yes [3 No IV. Equipment gualkfkcation Method:
[ 3 Test fx3 Analysis [3 Con5ination of Test and Analysis Qual i fication Report+. A% %OESI GN RECORO FILE
'Q '0 % % 'Q
% ~ %%% %% % ~~~ % % % && ~& % %&%%%%%
(No., Title and Date) ORF¹ 138F15E003N ¹(3)
Company that Prepared Report GENERAL ELECTRIC, ELECTRIC'I.
oppany that Revi ~ed Report'ENERAL V. ~Vib'ration
% & & ~~ ~
'a & w Input:.
W
- 1. Loads considered: a. [) Seismic only
- b. [] Hydrognamic only
- c. [Xg Conhination of (a) and (b)
- 2. method of Combining RRS: [ l Absolute Sum P) SRSS [ 3 Q&$g&W&&WW&&&f&g~
- 5. Mere fatigue efficts or other vibration 1oads considered?
[3 Yes ~ No If yes, describe 1oads considered and ha> they ~ere treated in overall qualification program:
I NOTE- If mre than one report complete items IV thru VII for each report.
)2/8O
a $ 'a IIPL. F21-E003 VI. If Ocallflcatlon bj Test, teen Complete~: NgA ran om
- 1. f 3 Single Frequency ( j Nultf-Frequency: sfne beat
- 2. f j Sfngle Axfs l l Nultf-Axis
- 3. No. of gua1ffication Tests: OB E SSE Other ie Frequency Range:
S. Natural Frequencies fn Each Qfrectfon {Sfde/Sfde, Front/Back, Vertfcal):
5/S 0
- 6. Ikthod of Determining Natural Frequencies t; 3 Lab Test 5 ] In-Situ Test I 3 Analysfs
- 8. Input g-level Test: OBE S/S V ~
SSE S/S ~ F/B ~ V ~
9e Laboratory Mounting:
- 10. Functional operability verfffed: 5 1 Yes t: 3 No .
5 3 Not Applicable
- 11. Test Results including mdfffcatfons aade:
12- Other test perforaed (such as aifng or fragflfty test. Including results):
~Note: If qualfffcatfon by a coahfnatfon of test and analysfs also coaqlete item VII.
MPL: 21-E003 YII. If t}ualification by Analysis. then complete:
- l. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis
[x] Dynamic Analysis: [ ] Tiara-History [x] Response Spectrum
- 2. *Natural Frequencies fn Each Direction (Side/Side, Front/Back, Vertical):
S/S R
- 3. Model Type: ~ 3D [ ] 2D [] iD
~ Finite E leant [ ] Beam [] Closed Form Solution
- 4. [ ] Computer Codes: SAP4G03 Frequency Range and No. of modes considered: 9 to 60 hz
[] Hand Calculations
- 5. Method of Co&ining Dynamic Responseh: [ ] Abs '.ute Sum [x]. SRSS
[ ] Other:
~specify )
- 7. Support Considerations in the lrodel: N/A
- 8. Critical Structural Elenants:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress
%%%&A%%%%%%&%'%%~%%%A%'%%%%~%&m~%\&&Waaa~maam~&m~&&&%%\%%&%&~ Stress Allowable Beam 8196 Node 103 to 114 SSE 35.860 35.860 40.600 Beam 8184 Node 114 to 127 SSE 33.906 33.906 40.600 Naximm Allowable Deflecti on B. Critical Max.
Defi ecti on Location ~bi ity 1
'0 && ~~
& % ~
to Assure Functional Opera-N/A
- The first three modes are as follows:
Mode = 9.26 cps. Mode 2 = 9.85 cps.
1 , Mode 3 = 13 .17 cps.
12/80
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ualification Summa of E ui nt MPL: B31-F023 I ~ Pl ant Name: Susquehanna ~Tie:
- 1. Utility. Pennsylvania Power & Light Co.
- 2. NSSS: GE 3. A/E: Bechtel BWR 4 MK II II ~ ~CN 8 Vl (R i 1 ti S
- l. Scope: [Xg NSSS [ g BOP
- 2. Model Number: S/N71-GE-49497-30 Quantity: 2
, 3. vendor: Lunkenheimer
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N A 5- Physical Description a. Appearance 28X24X28 Motor 0 crated Gate Yalve
- b. Dimensions 133 3/8" (Height), 65" (Length) (Ref. 1)
- c. Weight Dr - 10,820 lbs. Wet - 12 251 lbs. Ref. I
- 6. Location: Building: Primar Containment Elevation: 708 ft.
- 7. Field Mounting Conditions [
MeId (Length ) x Pi e Weld
- 8. a. System in which located: Reactor Recirculation S stem Open and c ose on y ur ng plant shutdown
- b. Functional
Description:
for pump re air and maintenance.
- c. Is the equipment required for [ 3 Hot Standby [X) Cold Shutdown Both [g Neither
- 9. Pertinent Reference Design Specifications: Purchase S ecification 21A1840 Rev. 2 12/80
MPL: B31- F023 2 III. Is Equipment Available for Inspectfon fn the Plant: fx3 Yes f 3 No IV. Equipment ~alfffcatfon Method'or valve body and bonnet only (pressure retafng parts )**
. f 3 Test fX3 Analysts f 3 Conhfnatfon of Test and Analysfs qualfffcatfon Report*: Design Calculation ***
(No., Tftle and Date) VPF¹ 3174-158-3 Conparly that Prepared Report: Lunkenheimer Company that Reviewed Report: General Electric V. Vfbratf on Input: 1 Loads considered: a. f 3 Seismic only
- b. f 3 Hydrodynamfc only c fX3 Combination of (a) and (b)
- 2. Method of Combining RRS: f 3 Absolute Sum f3 SRSS f 3 N/A
- 3. Required Response Spectra (attach the graphs): N/A
- 4. Danpfng Corresponding to RRS: OBE . N/A SSE N/A
- 5. Maximum Allowable Acceleration in Each .IX3 ZPA f 3 Other Direction: (specs'~
OBE 5/S ~ F/B V a SSE S/S ~ =y,g : F/5 ~ y o II
- 6. Mere fatf gue effects or other vfbratfon loads consfderedT fX3 Yes f 3 No If yes, describe loads considered arid how they were treated fn overall qualification program: Valve fat~i ue re9uirements of ASME Section III Paragraph NB-3545;3 and cyclic loadin conditions op paraSr~ah gg-355p were satisfied.
*NOTE: If mre than one report coaplete items IV thru VII for each report.
12/80 Only pressure retaining parts need to be qualified since the valve is passive.
- Augmented by G.E. calculations based on ASME Code, Section III, contained in Design Record File.
2A. III. Is Equipment Available for Inspection in the Plant: [X) Yes [3 No IV. Equipment l}ual1fication Method: For Piping Only [ 3 Test 0<l Analysis [3 Conkination of Test and Analysis gualif ication Report': Piping Analysis (5RSS) (No., Title and Date) GE 22A5693 and 22A5694 Company that Prepared Report: General Electric Cottpany that Reviewed Report: General Electric V. . Vibration Input:
- 1. Loads considered: a. [ g Seismic only
- b. [ 3 Hydrodynamic only
- c. [X) Conhination of (a) and (b)
- 2. Method of Corbining RRS: [ 3 Absolute Sum [X3 SRSS 3.-'equired Response Spectra (attach the graphs):
4. S. 6. Oarping Corresponding OBE SSE. Mere S/S S/S
~
2.TF to RRS: Required Acceleration in Each Direction: OBE F/B F/8 0.5X [Xj ZPA FTF fatigue effects or other vibration loads considered? SSE [ 3 1.0~ Other V V ~ T.22g [X] Yes [ g No If yes, describe loads considered and how they were treated in overall qualification program: Annulus Pressurization, Condensation/Oscillation, Chugging, Safety Relief Valve Discharge ~NOTE: If more than one report complete items IV thru VII for each report. 12/80
a3a MPL .. B31-F023 . VI~ If gualfffcatfon by Test, then Complete<<:
~a~m~ma~mmm~m~~mm~m~m~ammQa~~ N/A-3 random
- 1. [ 3 Single Frequency [ g Multi-Frequency: sine beat 3
- 2. [ 3 Single Axis [ 3 Multf-Axfs
- 3. Ho. of Ooalifioation Tests: OBE SSE Other .
- i. Frequency Range:
- 5. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
5/5 R F/B ~ Y s
- 6. Method of Determining Natural Frequencies
[ 3 'Lab Test [ 3 In-Situ Test [1 Analysis
- 7. TRS enveloping RRS using Multi>>Frequency Test. [ 3 Yes (Attach TRS h RRS graphs)
.[)No Be Input g-lev'el Test: OBE 5/5 ~ F/B ~ Y a SSE 5/5 ss F/B ss Y ss 9e Laboratory Mounting:
- l. [ ] Bo'tt (Bo. , Size ) E ] Beld (Length ) (: ]
- 10. Functional operability verified: [ 3 Yes [ 3 No [ 3 Not Applicable
- 11. Test Results including modifications aede:
- 12. Other test performed (such as aging or fragflfty test, fncluding results):
<<Note: If qualification by a conhfnatfon of test and analysfs also coaplete Item VII.
12/80 .'
VII. If gualfffcatfon bg Analysfs, then complete: For valve body 8 bonnet only (Pressure retaining parts
- l.
' Nethod of Analysis: [x] Static Analysis [ ] Equf valent Static Analysfs [ ) Dynamic Analysis: [ 3 Tfnl-Hfstory [ ] Response Spectrum
- 2. Natural Frequencies fn Each Dfrectfon (Sfde/Side. Front/Bact, Vertfcal):
S/S e 256 Hz F/B a 256 Hz y ~ 256 Hz
- 3. Model Type: [] 3D . [32D [] iD
[ 3 Finite Elephant [x] Beam [ ] Closed Form Solution
- 4. [ ] Computer Codes:
Frequency Range and No. of nodes considered: [x] Hand Calculations
- 5. Ne.hot.'f Conbining Dynamic Responses: [ 3 Abs".'.ute Sum [ ]'SRSS N/A f ] Other: %&Ia& a \m&%%&&M&%%&%&~&%%
(speci'fy J
- 6. gasping: OBE N/A SSE N/A Basks for the daaping used: N/A
( 7. 8. Support Considerations Critical Structural Elenents: fn the nodel: valve body supported by the piping C 6overnf ng load or Response Total A .. Ident f fi cat i on Loc at f on Combinat f on Sef smf c Stress Stress Stress Allowabl e body flange N/A 24155 psi ** - 28837 psi Haxfnvm Alliable Deflectf on B. Max. Critical to Assure Functional Opera-Def lect f on location bf1f ty NOT REQUIRED - Equipment is passive
- Only pressure retaining parts need to be qualified since the valve is passive.
** Calculated based on the maximum seismic capability of 3.0g vertically and 7.0g horizontally
lA- MPL: B31-F023 VII. If gualification by Analysis, then complete: For Piping Only i
- l. Method of Analysis:
[ 3 Static Analysis [3 Equivalent Static Analysis [X3 Dynamic Analysis: [3 Tiaa-History [X3 Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vert)cal):
not calculated F/B a not calculated 'V ~ not calcul
~mmw~~m I2<cK4a
>~~
- 3. Model Type: [X] 3D [32D [3lD
[Xl Finite Element [ ] Beam [] Closed Form Solution
- 4. [X3 Computer Codes: W'%\~WA~
ANSI 7O7&~o0&~~&M&&&&%%&&&&&&~%~~~~&~~&&A Frequency Range and No. of modes considered: [ 3 Hand Calculations
- 5. Method of Co&ining Dynamic Responses: [ j Absolute Sum [X] SRSS
[ 3 Other: m&&m&%m%&u&&&&WW&W&&&~&W& speci Ty )
- 6. Daaping: OBE 0.55 SSE 1.0% Basis for the daaPing used: 385HA777 REu. 0
- 7. Support Considerations in the nedel: Snubbers, haters, struts, welded ends.
- 8. Critical Structural Elephant-s:
Governing Load or Response Sei smi c Total Stress A. Identi fi cat i on Locat i on Combinati on Stress Stress Al 1 owabl e N/A Maximm Allowable Deflecti on B. Max. Critical to Assure Functional Opera-Defi ecti on Location bility Not required. Equipment is passive. 12/80
SUSQUEHnNnn j:2 CN -LOr-ro St rrTr',n RtfGUST I 2< 1981 xi Sf CC flOII ex' FI JURL Nf 5 flV G LO D Cfl.")f. N4 j f.l f Iri IN s DI lECT I flf Vf.' I( flL 1600 0 IIMIF>S r f CF HA 'S PI31 T 17 OP RCENT OA IP ING 20P .RCENTOfl PING
- 3. P ;RCENT DA P ING
~ 1200 I
800 C3 CC Q: UJ w 400-CC 0 1Q o 10. I 10 > SCALES FREQUENCY ( HZ ) USEO Y 3.2XIO "IUNITS/I PL I
SUSAUEHANNA i+2 . CI Ol'I:.0 "PECTRfl nurusT oo, inc) 2l.I00 ECRyl F (GURE' 0 5(H G L iRD CR! F Cl- JGG NG 0 RECT I( N Hn 17.(NT L 2000 BOFF SS POI G7 t.n PERCENT R HP IN r.n PERCENT D RHP IN 3.0 PERCENT iR HP ING ~ 1GOO I 1200-800
<l00 0
10 o 10 10 2 SCALES FREQUENCY ( HZ ) USEO T Q.ux)0 "~INlTS/
SUSQUEHnNNn 1n,. VI=I nl.rn SrI-CTnn nurusT ov, ioBI I.CFIOtl ~"~~ [GURE t ri ~r. H r. L >RO Cn. r- Cl SGr, hlo n Rcr.T I( hl HO l7.(hlT(L 8- NBOFM N 5 355 POl NT 17 l.O PERCENT l iRHP IN V.n FERCENT ORHP IN y 3.0 PERCENT RHP IhlG 0-10 ~ 10 10 > SCALES FRFQUENCY ( HZ ) USEO Y 1.6XIO UNITS/lt PL 1
SUSQUEHANNA le2 VELGPEO SPECTRA AUGUST 06e 1981 ECROII warn GURE O 5 H G RD CR E C GG NG RECT I( N HI3 IIZr NT IOODFJU N 4000 C SS POINT 67 1.0 PERCENT RHP IN 2.0 PERCENT DRHPIN 3.0 PERCENT RHP IN
~ 3000 2000 ~ 1000 0
10 0 10 I 10 > SCALES FREQUENCY ( HK ) USEO Y 8.0XI0 IUNITS/ PL 1
SUSQUEHANNA ie2 ELGPED SPECTRA AUGUST 05'981
~~ St ECAOII I<
tGURE'D 5 H CA CO- GG NG RECT I HO 317.( NT( EH3 SS POI T 17
- 1. 0 PERCENT RHP IN 2.0 PERCENT ORHPIN 3.0 PERCENT RHPIN 10 I 10 >
SCALES FREQUENCY l HZ j USEO T l.6XI0 Utt ITS/It
MPL: F22 E009 ualification Sunna of E ui nt
- 1. Pl ant Name: Susquehanna Utility: Penns lvania Power 8, Light Co.
- 2. NSSS: 3 A/E:. Bechtel" 4 MK II II C N
" i" F 1 St 9 C ti
- l. Scope: [,"g NSSS [ 3 SOP
- 2. Miodel Number: 117C2072 G004 quantity. 8/Reactor 3, yendor: General Electric
- 4. If the componen. is a cabinet or panel, name hand aedel No. of the devices included: N/A
- 5. Physical Description a. Appearance Tubular Container with a permanent closure at the bottom and bolt on top.
- b. Dimensions (179" ion 8" O.D. Lower '.25" S uare To
- c. Weight 192 lbs.
ocation: Building: Reactor Buildin9 E levation: 801' 10" (645" is basemat EL.) (same pool as new fuel storage rack in reactor building)
- 7. Field Noonting Conditions [ 3 golt (No. , Size )
Neld (Len~gt ) x No mounts. Se sn Defective Fuel Storage Rack.
- 8. a. System in which located: Fuel service e ui ment.
It is use to lqo ate a efectsve fue bundle and
- b. Functional
Description:
precludes the ossi bilit of s readin fissior products during storage and shippina.
- c. Is the equipment required for f 3 Hot Standby p 3 Cold Shutdown I3 Soth Ix3 Neither
- 9. Pertinent Reference Design Specifications:
S ecification 22A4325 Rev. 1 12/80
Ill. ~~~m~S fs Equfpment Available for 1nspectfon fn the Plant: ma~~~~~~ae~a~a~a+a~aa~ea~~m~~ fx} Yes I] ~o IV. Equipment gualfffcatfon Nethod:
. E } Test 9<] Analysfs 5 } Conhfnatfon of Test and Analysis qualification Report~. Design Record File (No., Title and Date) 139-Fl 6-E009-K-1 Company that Prepared Report: Genera1 E1ectric Company that Revimed Report: General Electric V. Vibratfon Input:
- l. Loads considered: a. f. ] Sefsmf c only
- b. [ ] Hydrodynamic only
- c. [x] Conhinatfon of (a} and (b}
20 Method of Corbinfng RRS: t. ] Absolute Sum pQ SRSS 5 ] 30 Required Response Spectra (attach the graphs): ZPA (see qualification ratsona1e) Darpfng Corresponding to RRS: OBE SSE 5C S. Required Acceleration fn Each Direction: DBE SSE (including S/S ~ S/S SRV, LOCA)
.7G Max
.9'G'ax F/B <
F Io
= [x] 2PA
.7'G'hx
.9G
=M x j ] Other V
V R
.1 9
'G'ax
- 6. Vere fatigue effects or other vfbratfon loads consfdered?
Ex] Yes f] No Lf yes, describe loads considered and hm they etre treated fn overall qualification program: Because the container sits in the'ack 1oose the gap that exists between the container and rack allows an im act from movement. Impact is the only load pertinent to the container
~~~ma~nwnaama~~aa~a~aaameaaa~aaa~~~~~~~w~~~aa~mm~eAaasa thus the only load considered in the gualification Program.
ATE: Ef mre than one report complete !tems fV thru VII for each report.
APL B21 N05$ /52/53('54 YI. If gualfffcatfon by Test.e then Cenolete~: NIA
- ~ l. f ) Sfngle Frequenter
- 2. j 3 Sfngle Axis f 3 Nultf-Frequency:
t l a ltf-Axfs random ~ sfne beat
- 3. No. of qualification Tests: OBE SSE Other
- 4. Frequency Range:
S. Natural Frequencies fn Each Dfrectfon (Sf de/Sfde, front/Back, Vertfcal): 5/S N F/B ~ Y N
- 6. method of Determining Natural Frequencies
[ j Lab Test 5 j In-Situ Test 5 ) Analysfs
- 7. TRS envelopfng RRS using Nultf-Frequency Test f. j Yes (Attach TRS 4 RRS graphs)
E3No F/B N g ~ SSE S/S ~ F/B N g ~ ~
~ )
ge Laboratory Nountfng: I. ( ) Solt (So., Slee ) E 1 Sold (Length ) () Q 10. Functional operability verfffed: [ 1 Yes E l No E 3 Not Applicable
- 11. Test Results including sedfffcatfons aade:
- 12. ether test perfonad (such as agfng or fragflfty test, fncludfng results):
'emote: If qualfffcatfon by a co'ahfnatfon of test and analysfs also coaplete Iten YII.
>> g >> HPL: B21 N051/52/53/54
$ f gualfffcatfon by Analysis, then complete:
VII. >>>>>>&%%a%&%%%&&%%%&%~%~~~~~~'%'Q~>>>>&%%%~
- ~ 1. Method of Analysis
[xj Static Analysis [g Equivalent Static Analysis [xj Dynamic Analysis: [3 Tfae-History [x3 Response Spectrum
- 2. Katural Frequencies fn Each Direction {Side/Sfde, Front/Back, Vertical):
S/S a 215 hz F/B ~ 215 hz V a 215 hz
- 3. Model Type: [x3 3D . [ g 2D [3>D
[ 3 Finite Element [xj Beam [) Closed Form Solution
- 4. [ ] Computer Codes:
Frequency Range and No. of codes considered: [>Q Hand Calculations
- 5. He.hod of Combining Dynamic Responses: [ 3 Abso',ute Sum [x3 SRSS
[ 3 Other: ~ &A &\ % &% &% W &+&&&&&M&~&A (speci Ty] 6~ Dancing: OBE iS SSE 2% Basks for the daaping used: Cantilever structure
- 7. Support Consideratfons fn the fidel: tip concentrated load 8 uniform sectional pipe.
- 8. Critical Structural Elements:
6overnfng Load or Response Sef smf c Total Stress A. Identif i cation Location Combinatf on Stress Stress Al lowabl e Full penetration Pipe Spool Fluid Forces 2647 3237 7000 psi fillet weld 1023 65l Seismic Loads tm (psi) (SRSS) (Ref. 8) Naxfaam Alla<able Deflection B. Nax. Critical to Assure Functional Opera-Deflectf on Location bf1 f ty N/A N/A N/A
- Based upon an assumed SRSS acceleration of 25g. Required seismic acceleration is less.
'0 12/80
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MPL". F22-E012 ualification Summa of E uf nt Pl ant Name: Susquehanna ~T]e:
- 1. Ut i 1 i ty: Penns 1 vani a Power 8 Light PWR NSSS: GE 3. A/E ~ Bechtel 4 MK II II. Comoonent Name New Fuel Storage Racks
- l. Scope: [X] NSSS C ] BDP
- 2. Model Number: 767E426 Quantity:
- 3. Vendor: General Electric Compan
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A 5- .Physical Description a. Appearance3-Level Box Beams
- b. Dimensions Approx. 26 Ft. Long X 6 Ft. Wide X 14 Ft. High
- c. Weight Approx 17,500 Lbs. Dry
- 6. Location: Building: Reactor Elevation: 801' 10"
- 7. Field Mounting Conditions [] Solt (Mo. , Size 1 )
X t Meld (Lengthe
~I
~ h )
x Wall bracket mounted and floor supported.
- 8. a. System in which located: Fuel servicin e ui ment b- Functional
Description:
For stor a e of fuel .
- c. Is the equipment required for $ ] Hot Standby f] Cold Shutdown
[] Both Ix] Nefther
- 9. Pertinent Reference Design Specifications: 386HA777e REV. 0 12/80
MPL: F22-E012 III. <<+ Is ~ Equipment
%% a u% ~&%
A% ~ for Inspection in the&~Plant: [x] Yes Available
&%%%%4<0% %%% % % %% %% %% %%%%%
IV. Equipment gual i f ication Nethod:
~
- [ ] Test [x] Analysis [ ] Conbinatkon of Test and Analysis gualification Report~: A%Design Record File
<< '0 %% % '%% <<% ~ % ~ % ~\% '0 %%% % ~%%%%%
(No., Title and Date) PF00-00008-1 Susquehanna New Loads Analysis Company that Prepared Report: General Electric Company Corpany that Reviewed Report: General Electric Company V. Vibr ation Input:
- 1. Loads considered: a. [ ] Seismic only
- b. [ ] Xydrodynamic only
- c. [x] Conhination of (a) and (b)
- 2. Nethod of Conhining RRS: [ ] Absolute Sum [x] SRSS []
- 3. Required Response Spectra (attach the graphs): Attached
- 4. Darkling Corresponding to RRS: OBE Fundamental 5 Required Acceleration in Each Direction: [ ] ZPA [x] Other Freque~nc (speckly OBE 5/5 .35 q . F/8 ~ .35a V~ 78 SSE S/S 4 ~ F/S ~=.Q y .80a 6- Mere fatigue effects or other vibration loads considered?
[ ] Yes [x] Ho If yes, describe 1oads considered and how they rere treated in overall qualification program- N/A NOTE: If sere than one report complete items IV thru VII for each report. 12/80
MPL F22-E012 If qualification by Test. then Complete~: random
- 1. [ 3 Single Frequency [ 3 Nultf-Frequency: sine beat
- 2. f 3 Sfngle Axis [, ] Hultf-Axfs
- 3. No. of qualification Tests: OBE SSS . Other
- 4. Frequency Range:
S. Natural Frequencies fn Each Direction (Side/Side, Front/Sack, Vertical}:
- 6. method of Determfnfng Natural Frequencies
[ ] Lab Test [g In-Situ Test [ 3 Analysis
- 7. TRS envelopfng RRS using Multi-Frequency Test [ 3 Yes (Attach TRS 4 RRS graphs)
[) No
- 8. Input g-level Test: OBE S/5 ~ F/B ~
SSE S/S ~ F/8 ~
- 9. Laboratory Mounting:
1 [ 3 Bolt (No., Sfze ) [3 'Weld (Len gt h ) [3
- 10. Functional operability verified: [ 3 Yes [ 3 No [3 Not Applicable
- 11. Test Results including modifications aade:
- 12. Other test perforaed (such as aging or fragflfty test, fncludfng results):
'oNote: If qualification by a coabfnatfon of test and analysfs also coaqlete Item VII.
- J e 4 e HPL. F22-E012 VII. If gualfffcatfon by Analysis, then complete:
l Nethod of Analysis: m [ 3 Static Analysis [ 3 Equivalent Static Analysis [x] Dynamic Analysis: [ 3 Time-History [ 3 Response Spectrum
- 2. Natural Frequencies fn Each Direction (Side/Side, Front/Back, Vertfcal):
5/5 ~
'0<<% 18.1 Hz F/B Bs 11.6 HZ V ~ N/A 0 a% %%%%%%<<<<'0 <<%Keg<<~&%<<<<~
- 3. Model Type: [] 3D [32D f]1D
[x3 Finite Elephant [ 3 Beam [ 3 Closed Form Solution
- 4. [x] Con@uter Codes: SAP4G06
% <<~ A<<% A % % % &&A&&&& ~ % <<<<<< ~ ~%A <<<< <<<< 'a <<<< ~ % '%
Frequency Range and Ro. of sssdes considered: '14-61 llz 49 modes [ 3 Hand Calculations S. Method of CoRfning Dynamic Responses: [x] Abso'.ute Sum [x] SRSS [ ] Other: O<<<<0%\%\0%0%0%%%%00<<<<AQ<<0%0 (specify)
- 6. Daeglng: DBE 2% SSE 4% Basis for the danofng used: ZBGH46gg Rgu. 1
- Q 7. Support Considerations fn the madel: NONE
- 8. Critical Structural Elements:
6overnfng Load or Response Sefsmfc Total Stress A- Identificatfon Location Combination
+%%%%%%<<%<<%%%%<<<<%%%%%~%%%~%<<%~%%%%%%\%%A%%~%~<<%%<<'0%~ Stress Stress Allowable Beam Lower Level Normal 8 30,800* 30,800*
Faul ted PSI Psj Conditions Haxf num Allowable Deflectf on B- Max. Critical to Assure Functional Opera-Def1ectf on Location bility NONE
' Figures shown are the worst possible loading conditions for LaSalle.-
Total stress for Susquehanna will be less since pool size, hence lesser 1oads than La Salle. it has smaller fuel 12/80
I.a Salle FSAR For XSSS Q~ Design Adequpc>'valuation F22EQ11 Equiprent stcrage Rack ("63X1.1Gudl) FZ2E012 Kev Fuel Storage Vault (283X .. 3GC01) TABLE 3. 9-1 LIMITING OPER%8 I L ITY
- " PTANCE LOAD ASSUP~iCE I
i TERIA JASC'RIMARY CO!1B I Y.ATION LOADING ALLOWABLE CALCULATED DE~fOXSTRATED BY
- ".t w~/ r ~rrfN Fu 45,000
=-14.A 1 un .& toy Fy ~ 35;000 mal Condition N Bending m,/oD /N sw hnalys is 'et Condition K+OBE+SRV+LOCA Bending d,cd& AnJgsj~
- rgency Analyzed idi t ion As Upset N/A N/A N/A ilted
- dition N+SSE+SRV+LOCA Bending ~1 dOO La Salle 152 EWA KA75J-68, Rev. 1 Activity Code 517 (L-3c)
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-1A-001: IIII For Actuator Only ualfffcatfon Sunna of E uf nt I ~ Plant Name: Susoueh nn ape:
1e Utility: Penns 1 vani P i'ght
- 2. KSSS: GE 0. 000:~B BMR 4 - Mark II I!. ~00 II; I; 0; 0 I I I 0 0 01
- 1. Scope: fX3 NSSS I1 so<
- 2. Model Number: SMB-3-100 Actuator guantfty: 2 per plant
- 3. Vendor: Limitor ue Cor . Actuato~ Manufacturer
- 4. If the component fs a cabinet or pane1, name and aodel No. of the devices included: N/A S. Physical Oescrfptfon a. Appearance Motor 0 crated Actuator b, Qfmensfons 24 in (Hei ht) X 67 3/4 in Length) X 28 7/16 in Width)
- c. Mefght 11SO lbs
- 6. Location: Sufldfng: Primar Containment E1evatfon: 708 ft
- 7. Fluid Mounting Condltlons LX3 molt (Mo.
MeId (Leo~It 8, Size 3/!II'
)
j
- 8. a. System fn whfch 1ocated: Reactor Re irculation Svstem b Functfona1 Descrfptfon: Control the opening and closing of the valve
- c. Is the equipment required for '[ 3 Hot Standby t:X3 Cold Shutdown l' Both f) Ne<<her
- 9. Pertfnent Reference Desfgn Specfffcatfons: Purchase S ecification (GE 21A1840 Rev. 2 12/80 0 '0 ~
NPL: B31- F031 2A-For Actuator Only III. Is Equ1pment Ava11able for Inspection in the Plant: [X3 Yes f g No IY. Equipment gualification Method: EX3 Test [ 1 Analysis 5 3 Coahination of Test and Analysis Seismic gualification Envelope, gualificatfon Report~: Limitor~ue Valve Actuators~Reyort ¹80037 {No., Title and Date) VPF ¹3630-471-1 Company that Prepared Report: Aero-Nav Laboratories, Inc. Con@any that Reviewed Report: Limitorque Corp. Y. Yibr ati on Input:
- 1. Loads considered: a. D3 Seismic only
- b. f 3 Hydrodynamic only
- c. f- g Coahination of (a) and (b)
- 2. Method of Combining RRS: [ 3 Absolute Sum 5 3 SRSS [X3 N/A
** 3. Required Response Spectra {attach the graphs): N/A 4 Danqing Corresponding to RRS: OBE N/A SSE N/A Required Acceleration 1n Each D irecti on: [Xg ZPA [ ] Other i {s peel s
Tg~ OBE S/S F/B ~ Y SSE S/S ~ F/B 4.11a 0.96o 6 Mere fat1gue effects or other v1bration loads considered? 5 3 Yes Ig No If yes, describe loads considered and her they were treated 1n overall qual1f 1 cation program: ~NOTE- If sere than one report coaplete 1tems IY thru YII for each report ~ RRS and damping were not used. l2/80
HPL: B31-F031 For Actuator Only yI. If Ooeiifioetion by Tait, then Ca/Iota : random
- 1. )Q Sfng)e Frequency g ) Multffrequency: sfne beat
~ice Owe1'I t:Q Sfngle Axfs t: 3 Multf-Axfs
- 3. No of gualfffcatfon Tests: OSE 2 SSE I Other 4a Frequency Range: 1 Hz to 33 Hz S. ttatural Frequencfes .fn Each Qfrectfon {Sf*/Sfde, Front/Sack, Yertfcal):
S/S ~ Above 33 Hz F/I Above 33 Hz Y ~ Above 33 Hz 6- Method of Determf nfng Natural Frequencf es EX) t.ab Test g 3 En-Sftu Test j, 3 Analysfs 7 TRS envelopfng RRS usfng Multf-Frequency Test 5 j Yes a)No {Attach TRS 4 RRS graph: N/A
- 8. Enput g-level Test: bSE 5/5 ~- 5 Oa F/8 ~ y a 5.0g 556 565 ~50 FIF 6.0 y ~ 5.0g
- 0 9. t.aborato~
I. th) soIt Mount f ng: Itso 5 ~ siza5/< ") t: l ye1d (Length ) r. > 5 3>>6 10. Functfonal operabflfty verfffed: EX3 Yes t 3 No I l Not Applfcable ll. Test Results fncludfng Iodfffcatfons sade: N A YEECH
- 12. Other test perforaad {such as agfng or fragflfty test, fncludfng results):
None Note: Ef qualfffcatfon bg a coabfnatfon of test and analysfs also coaplete
!ten
%4A- MPL: B31-F031
.i For Actuator Only VII If gualfffcatfon by Analys)s. then complete: l Method of Analysfs: N/A f 3 Stat)c Analys)s f3 Equfvalent Statfc Analysfs j 3 Dynam)c Analysfs: f. 3 T)me-Hfstory f 3 Response Spectrum
- 2. Natura) Frequencfes )n Each Dfrectfon (Sfde/S)de, Front/Sack, Vert)cal):
51S % F/8 ~
%%%%%%%%a%%~~'Q
[ 3 Ffn)te E1eaent f ] Seam f3 Closed Form Solut)on
- 4. [ 3 Computer Codes:
Frequency Range and No. of ides cons)dered: fg Hand Calculat)ons
- 5. Method of Coabfnfng Dynamfc Responses: f. 3 Absolute Sum I 3 SRSS f $ Other:
$$ peclTy )
- 6. Daayfng: OBE SSE Sasfs for the daapfng used:
- 7. Support Consfderatfons )n the fidel:
- 8. Crft)cal Structural Eleaants:
Govern) ng L,oad or Res ponse Sef smf c Total Stress A. Ident<tinct<on Location Combination Stress Stress Allowable Na)d sum Allcerable Deflect) on I. Max. Cr)t)cal to Assure Functfonal Opera-Defi ect) on Location b)1)ty
MPL: B31-F031 C ~
-1B-For Valve Assembly and Actuator ualiffcatfon Sunna of E uf nt I'lant Name: Susquehanna ~T)e:
1.- Utility: Penns vania Power & L/ght
- 2. NSSS: GE 3. A/E: Bechtel BMR 4 -. Mark II II'omoonent Name Recirculation Dfschar e Gate Valve (Motor Operated)
- 1. Scope: [Xg NSSS t,' BOP Model Numbers Serial 871 -49497 &871 -49498 ti y:~2 3- Vendor: Valve Assembl : Lunkenheimer Actuato~: Lfmftorque Corp.
- 4. If the component fs a cabinet or panel, name and model No. of the devices included: N/A
- 5. Physical Description a. Appearance Motor 0 crated Val ve
- b. Dfmensfons Valve: 28X24X28 Actuator: 24 X 67 3/4 X 28 7/16 c Mefght Valve: 10820 lbs Actuato~: 1150 lbs 6- Location: Building: Prfmar Containment Elevation: 708 ft 7- Field Mounting Conditfons I t:
goIt (No., Size Id (Length
)
Me ) E Pi e Mounted
- 8. a. System fn which located: Recirculation S stem
- b. Functfonal
Description:
Isolates the recirculation pump
- c. Is the equipment required for f. 3 Hot Standby 1:X3 Cold Shutdown t: 3 Both Neither 9 Pertinent Reference Design Speciffcatfons: Purchase Specification e
(GE 21A1840, Rev. 2) 12/80
HPL: 831- F031 2B-For Valve Assembly and Actuator ~ i III Is Equipment Available for Inspection In the Nant: t'.I1 Yes k 3 Ro gualiffcatfon Method:
'Ve Equipment t: l Test t:X3 Analysfs t: l Coahfnatfon and Analys1s of Test equal 1 f cat f on 'R'eport~:
1 Design Calculations for General Electric Di schar ge Gate Valves (No., T1tle and Date) VPFO 3174-159-3 Con@any that Prepared Report: Lunkenheimer Company that Reviewed Report: General Electric V. Yfbrat1on Input:
- 1. Loads considered: a. t: 3 Sefsmfc only
- b. [ 3 Hydrodynamic only
- c. t:X] Combination of (a) and (b) 2.. Method of Conhfnfng RRS: t. 3 Absolute Sum t: 3 SRSS fX) N/A
- 3. Required Response Spectra (attach the graphs): R/A
- 4. Daaqfng Correspondfng to RRS: OBE N/A SSE N/A 5 Required Acceleration 1n Each Dfrectfon: [X3 ZPA t: 3 Other (specify~
s OBE S/S N F/B ~ V SSE S/S ~ FIS V
- 6. Mere fat1gue effects or other vibration loads cons 1 dered?
t: I Yes t:X3 No If yes, describe loads considered and her they were treated 1n overall
*NOTE: !f mre than one report coaplete items IV thru VII for each report 12/80 h
Augmented by GE calculations based on ASNE code, Section III, contained in Design Record File.
~ RRS and damp'ing were not used.
38- HPL: 831-F031 For Valve Assembly and Actuator YI. If gualfffcatfon by Test, then Complete*:
~m~~~~a~ N/A f 3 random
- 1. f 3 Single Frequency L' Nulti F-requenuf: sine beat fj
- 2. f3 Single Axis f ] Multf-Axfs
- 3. No. of Oualification Tests: OBE SSE Other
- 4. Frequency Range:
5 Natural Frequencies fn Each Dfrectfon (Side/Side, Front/Back, Yertfcal): S/S ea 6.,Method of Determining Natural Frequencfes f3 Lab Test f ] In-Situ Test fl Analysis
- 7. TRS envelopfng RRS using Multi-Frequency Test f' Yes (Attach. TRS & RRS graph.
,f g No
- 8. Input g-level Test: OBE S/S ~ F/B ~
.SSE S/S ea V.
- 9. Laboratory Mounting:
- l. (: j Bolt (No. ~ Size ) [ j Weld (Length ) (: j
- 10. Functfonal operability verified: f 3 Yes f3 No L 3 Not Applicable
- 11. Test Results fncludfng modifications made:
- 12. Other test performed (such as aging or fragflfty test, fncluding results):
~Note: If qualfffcatfon by a coahfnatfon of test and analysfs also coaplete Item VII.
12/80 .'
.48- MPL: B31-F031 For Yalve Assembly II Actuator If gualfffcatfon by Analysis, then complete:
VII. <<&%&%%\&~<<~%%~%%&~~~W O~~
- 1. Method of Analysis:
Ex3 Statfc Analysfs t; 3 Equf valent Static Analysis 5 3 Dynamic Analysfs: t: 3 Tfae-Hfstory t: 3 Response Spectrum
- 2. Natur'il Frequencfes fn Each Direction (Sfde/Side, Front/Sack, Vertfcal):
SlS ~ 41 Hz F/B < 41 Hz V ~ 41 Hz
- 3. Model Type: t: 3 3D t: 32D tX3 ID
{. 3 Ffnfte Eleaent Q3 Beam [ 3 Closed Form Solutfoi g 3 Coffputer Codes: ~%%%%~~ N/A o&~~~&~~~~~%~~~~~~~&&a EXES Hand Calculatfons S. Method of Coabfnfng Dynamic Responses: t: 3 Absolute Sum f 3 SRSS CX3 Other: <<&am&&m%&&W&&&~&&&&&4$ N/A I%4~ (speci Ty ) Damping Not Used
- 6. Gaayfng: OBE Nga SSE g/A Basfs for tin dangling nsad:
- 7. Support Consfderatfons fn the aedel:~~lbtlbd~gwted bg the of~in
- 8. Crftfcal Structural Elements:
Governf ng load or Response Sefsmf c Total Stress f Identf f catf on locatf on Combfnatf on A; %%~~%~%%%~~&&%%~IO~&~~~&~~~&~~%~~~ Stress Str ess Al 1o~abl e Yoke Legs 14846 psi
- 18200 psi Madaam Allowable Deflection B Max. Critical to Assure Functional Opera-Def1ectf on Lacatfnn bf1 fty 0.0114 in Stem/Backseat 0.0258 in t
- Stresses and 6.0g and deflection are calculated horizontally based on accelerations of .3.0g vertically 12/80
I ~ ualification Summa of E ui nt MPL: E5 -C002 Plant Name: Susauehanna 1 I( 2 ~T)e:
- 1. Utility: Penns 1 ni ight
- 2. NSSS: GE 3. A/E:. Bechtel SMR 4 Mark II II. Component Name Reactor Core Isolation Coolin Turbine 1- Scope: [X] NSSS [ 3 BDP
- 2. Miodel Number: GS-2N guantity: 2
- 3. Vendor:
- 4. If the component is a cabinet or pane1, name and mode1 No. of the devices included:
- 5. Physical Description a. Appearance Sin le sta e base mounted turbine
- b. Dimensions 75" ion x 36" wide x 63" hi
- c. Weight
- 6. Location: Building: Reactor Buildin Elevation: 645'
- 7. Field Mounting Conditions [x3 Bolt (Mo: 6 ~ Size~}
Meld (Len~gt }
- 8. a. System in which located: Reactor Core Isolation Coolin Orives RCIC pump to inject water into
- b. Functional
Description:
- c. Is the equipment required for [X3 Not Standby [ 3 Cold Shutdown Both [ g Neither
- 9. Pertinent Reference Design Specifications:
Purchase S 2 9 0 12/80
NPL: E51-C002 0 2 0 III. Is Equipment Available for Inspection fn the Plant: Q4 Yes $ 3 No IV. Equfpment gual fffcatfon Method: [x3'est t: 3 Analysfs fx3 Combfnatfon of Test and Analysis gualfffcatfon Report*: Environmental qualification Report (No., Title and Date} VPF f3622-527-1 Coayany that Prepared Report: Terry Steam Turbine Com~a~n Company that Revfewed Report: General Electric Co. V. Vibration Input:
- 1. Loads considered: a- t: 3 Sefsmfc only
- b. 5 3 Hydrodynamfc only c [,Xl Coahinatfon of (a) and (b)
- 2. Nethod of Coahfnfng RRS: fx3 Absolute Sum t: 3 SRSS t: 3
~
- 3. Required Response Spectra (attach the graphs): See attached spectra 4 Danyfng Corresponding to RRS: OBE SSE 2X
- 5. Required Acceleratfon fn Each Dfrectfon: f 93 Other
'T 3 ZPA Peak (s pecs7y~
OBE 5/S ~ 1.153 g's F/B . 1.153 g's .290 g's
'//E s// 'Yr/l~ //I Y
II 6 Are fatigue effects or other vfbratfon loads consfdered? t;x3 Yes I3 No If yes, describe loads consfdered and hate they were treated fn overall .. Qualfffcatfon program-'Cclic loadf~n due tg g~~~ggyt p~~ggiEEi.ed by performing five OBE 30-sec test runs in each direction enveloping t e s ectra. ne event was ssmu ate y one test run 1n eac direction. Since the ua ified eve of TRS is we above new oads spectra fati ue effects are satisfied. I NOTE: !f more than one report coaylete ftems IV thru YII for each report. 12/80
HPL: E51-C002
-2A-III. Is Equipment Available for Inspection fn the Plant: pQ Yes [] No IY. Equipment gualfffcatfon Method:
- [ 1 Test [X) Analysis [X3 Combination of Test and Analysis Seismic capability of RCIC turbines (GS-1 gualfffcatfon Report: A'%%%%%% 5 GS-2)
%~~%%%~&faAA~&mm~&~n~
(No., Tftle and Oate) VPF 82757-35-1, 2757-173-1 8 2757-247-1 Company that, Prepared Rcport: Terry Steam Turbine Corn~an~ Coapany that Revfewed Report: General Electric Comtian~ V. Yibratf 0 O~WW~~ on Input: I Loads considered: a. [ ) Seismic only
- b. [ ] Hydrodynamic only c [X] Combination of (a) and (b)
- 2. Method of Co&fnfng RRS: [X3 Absolute Sum [3 SRSS [ 3g&g&&\W&M~W
- 3. Required Response Spectra (attach the graphs): See attached soectra.
4 Oampfng Corresponding to RRS: OBE SSE 2~
- 5. Required Acceleratfon fn Each Ofrectfon: [) ZPA [X] OtherPeak Acceleration (spec>7y~
6. OBF.
//E Mere 5/5
//E
~
T'/ =,~ F/B
/// ~~qg~
fatigue effects or other vibration loads consfdered? V
/
m g [@Yes [)No If yes, describe 1oads considered and hew they were treated fn overall qualification progr am: A static ana~lsfs was .conducted usin~ 1.5 x peak acceleration to account for fatigue effects. ~NOTE: If mre than one report coapleie items IV thru VII for each report. 12/80
em 3 MPI ~ E51-COgg..... VI. If qualification by Test, then Complete~: random
- 1. f j Single FrequenCy {X 3 Multf-Frequency: sine beat
- 2. 5 3 Single Axis 0(3 Multi-Axis
- 3. No. of Oualification Tests: OBE S SSE 1 Other Frequency Range: 4 to 100 Hz
- 5. Natural Frequencies fn Each Direction (Side/Side, Front/Back, Vertfca1):
15 ** 22 **
- 6. Method of. Determining Natural Frequencies t:X3 Lab Test [3 In-Situ Test [ ] Analysis
- 7. TRS enveloping RRS using Multf-Frequency Test D(3 lNo Yes (Attach TRS l RRS graph E
8'nput g-level Test: OBE S/S ~ F/B V The turbine assembly was subjected to a umlti freq euncy random motion in form of signals as the input source. The input signal was tuned with a bank of parallel one-third octave filters with individual output attenuators to meet the RRS; therefore, a single accelerat
- 9. Laboratory Mounting: was not used.
- 1. (;E) Bolt (No. 6 . Size 1" ) (; I Beld (Length ) E 3
- 10. Functional operability verfffed: 1:X3 Yes t: 3 No 5 3 Not Applicable
- 11. Test Results including modifications made: Lube oil i in was secured bv
~
adding support brackets where necessary. After these modifications turbine assembl erformed ade uatel durin the test.
- 12. Other test performed (such as aging or fragility test, including results):
Td 1 d 1 ~I11 ~i 1 ~d. testing.
~Note: !f qualification by a coahfnatfon of test and ana1ysfs also coaqlete Iten VII.
~ Many more. Refer to test report (Ref. ).
12/80 .'
MPH E51-C002 VII If gualfffcatfon by Analysis. then complete:
- 1. Method of Analysis:
- t. 3 Static Analysis IX'quivalent Static Analysfs t,
'3 Dynamic Analysis: i g Tiara-History 1: g Response Spectrum
- 2. Natural Frequencies fn Each Direction (Side/Sfde, Front/Back. Vertical):
SIS ~ V ~
- 3. Model Type: Pl 3D t:32D t: 11D t: 3 Finite Eleaant t: 3 Beam t: 3 Closed Form Solution
- 4. t. g Con@uter Codes:
Frequency Range and No. of aedes consfdered: N/A [X] Hand Calculations
- 5. Method of Conbfnfng Dynamic Responses: P g Absolute Sum t: 3 SRSS f) Other:
ispec> Ty ) GE Oocument
- 5. Da~tng: 08E ls SSE 25 Sands for the da~fn5 used: 385HA777 Rev. 0
- 7. Support Considerations fn the aadel: Bolted on concrete pedestal
- 8. Crit f cal Structural Elements:
Governf ng Load or Response Sefsmf c Total Stress A. Identifi cat f on Locatf on Combination Stress Stress Al 1 owabl e Hol ddown bol t Equivalent static loads 10 181 44,840 Taper pin Equivalent static loads 7,'f92 9,350 Additional stresses are contained in DRF {Ref. 83). MaQmm Allowable Deflection to Assure Functional Opera-Locatf on bility Clat. ALLOMAaBLZ 0.008
.007 12/80
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