ML20052B189

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to Seismic Qualification Analysis for Series 20K Instrument & Control Switch.
ML20052B189
Person / Time
Site: Grand Gulf  Entergy icon.png
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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- ELECTROSWITCH SERIES 20K SNITCHES ON PANEL H13-P601

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  • 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

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1. Utility:_ MISSISSIPPI POWER & LIGHT Pl5t
2. MSSS: GE 3. A/E: BECHTEL BWR 6 Mk III

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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-

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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

1 ~

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):.

3. ' Damping Corresponding to RRS: OBE 3% SSE 3%
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

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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.

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. 12/80 l

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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
3. No. of Qualification Tests: OBE 5 SSE 1 Other .

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(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

7. TRS enveloping RRS using Multi-Frequency Test [X] Yes (Attach TRS & RRS gra

[ ] No See Section 2

8. Input g-level Test: OBE S/S = 1.0 F/B = 1.0 Y= 1.0 Y= 1A SSE S/S = 1.5 F/8 = 1.5
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)

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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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