ML20052B189
ML20052B189 | |
Person / Time | |
---|---|
Site: | Grand Gulf |
Issue date: | 04/20/1982 |
From: | NUTECH ENGINEERS, INC. |
To: | |
Shared Package | |
ML20052B163 | List: |
References | |
NUDOCS 8204300135 | |
Download: ML20052B189 (18) | |
Text
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nut @ch San Jose. California Project Grand Gulf Nuclear Station F le No.
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Project Grand Gulf Nuclear Station File No.
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- ELECTROSWITCH SERIES 20K SNITCHES ON PANEL H13-P601
~
- E12A-S57 RHR Fill Pump
- E21A-S07 LPCS Fill Pump
E22B-S02/07/09/10/15/16 HPCS Diesel / Generator Feeder Breaker Control I -
E51-S15 RCIC Gland Seal Condenser (Start & Stop)
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- 4 deck switches. All others are 6 decks.
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Ovalification summa $r of Eouipment Plant Name:
I. GRAND GULF
,g
- 1. Utility:_ MISSISSIPPI POWER & LIGHT Pl5t
~
II. Component Name Control . Room Panel l
- 1. scope: Ex3 nsSS []B0P
- 2. Model Number: H13-P601 Quantity:_ one
- 3. Vendor: General Electric Co.
- 4. If the component is a cabinet or panel, name and sedel No. of 'the devices included: See attached device list
- 5. Physical Description a. Appearance Vertical / Bench Board
- b. Dimensions 117.5" X 84" X30"
- c. Weight NA
- 6. Location: Building: Control l Elevation: See attached device list
- 7. Field Mounting Conditions [X3 Bolt (No. * . Size 5/8" )
Weld (Length )
- On 6" centers.
- 8. a. System in which located: Reactor Core Coolino Svstam
- b. Functional
Description:
Reactor Core Coolino Bench Board
- c. Is the equipment required for [ ] Hot Standby [] Cold Shutdown
[X3 Both [ 3 Neither
- 9. Pertinent Reference Design Specifications: sea referenca 4.3.4 12/80 3-3
2-
~
III. Is Eeuipment Available for Insoection in the Plant: [X3 Yes [] No IV. Equipment Qualification Method:
[x JTest [3 Analysis [ 3 Combination of Test and Analysis Qualification Report *: Seismic Test Report H12-P870 l
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l (No. , Title and Date) - -See Reference 4.3.1 s
l l Compay that Prepared Report: General Electric Co.
Compa v that Reviewed Report: General Electric Co.
V. Vibration Input:
- 1. Loads considered: a.[X3 Seismic only b.[ 3 Hydro (ynamic only c.[ 3 Explosive d.[ 30that(Specify) e.[ 3 Combination of
- f. Method of Combining RRS: [ 3 Absolute Sum [ ]SRSS [X3 NA
. See sectio (n 2other, specify)
__ 2. Required. Response Spectra (attach the graphs):.
- 4. Required Acceleration in Each Direction: [X3ZPA [ 30ther OBE S/S =
.254 F/B . .254 yf*E'1fb)1 SSE i S/S..= .507 F/B = .507 V= .239
(
- 5. Is long-term vibration load effects considered [ 3Yes [x]No
- Note: The H13-P601 panel is similar to the tested prototype H12-P870 panel.
The results of the H12-P870 test were applied to the H13-P601 panel per the methodology described in the text.
l l
i i . 3-4
. 12/80 l
l i
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3-i VI. If Qualification by Test, then complete:
[ ] random
- 1. [ ] Single Frequency [ X] Multi-Frequency: [ ] sine beat
[X3 In and out-of-chasa
- 2. [ ] Single Axis [X] Multi-Axis
~~
(specify)
- 4. Frequency Range: 1-33 Hz
- 5. Natural Frequencies in Each Direction (Side / Side Front /Back,, Vertical):
S/S = 13 F/B = 15.5 V= None
- 6. Method of Determining Natural Frequencies
[ ] Insitu Test [ ] Analysis
[X] Lab Test
[ ] No See Section 2
- 9. Laboratory Mounting: [All mounting holes usedl Size s/s ) []Wald(Length ) [y] cla-e
- 1. [X] Bolt (No. .
- 10. Functional operability verified: [ X] Yes [ ] No [ ] Not Applicable
- 11. Test Results including modifications made: The canel maintained its structural integrity and the devices performed their Class IE function.
- 12. Other test performed (such as aging or fragility test, including results):
Fragility test results were applied as noted on the device list to establish seismic capability of certain devices.
1 1
12/80 3-5
VII. If Qualification by Analysis or by the Combinatfon of Test and Analysis, then Complete:
- 1. Descripition of Test including Results: NA
- 2. Method of Analysis: - -
[ ] Static Analysis [ ] Equipment Static Analysis i
, . [ ] Dynamic Analysis: [ 3 Time-History
" [ ] Response Spectrum
- 3. Natural Frequencies in Each Direction (Side / Side, Front /Back. Vertical):
S/S = F/B = V=
l 4. Method of Determining Natural Frequencies
[ 3 Lab test -
[ ]Insitu Test [ 3 Analysis
- 5. ' Model Type: [ ] 3D [ 3 2D [ ] kD
[ ] Finit Element [ ] Beam [ ] Closed Fom Solution
- 6. [ ] Computer Codes:
l Frequency Range and No. of modes considered:
! [ ] Hand Calculations ,
- 7. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
~~~ [ 30ther:
(specify)
- 8. Damping: OBE Basis for the damping used:
SSE ,
- 9. Support Considerations in the model:
- 10. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Maximum Allowable Deflectica B. Max. Critical to Assure Functional Oper-Deflection Location ability 3-6 12/8C
Section 2 2.0 REQUIRED RESPONSE SPECTRA (RRS) AND TEST RESPONSE SFECTRA (TRS)
~
2.1 HORIZONTAL MODE Figure 1 gives the relationship between the Grand Gulf horizontal (longitudinal and lateral) required response spectrum and the test response spectrum.
2.2 VERTICAL MODE Figure 2 gives the relationship between the Grand Gulf vertical required response spectrum and the test response spectrum.
NOTE: 1. The RRS as shown are for the control room upper floor at the 189' level (see Reference 4.3.5).
, They envelop the RRS of all control room panel l locations, i.e., the 189' and 166' levels of the control building.
- 2. The TRS as shown is the lowest for all tests conducted on the control room panels (see Reference 4.3.1).
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