ML20052B194

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Seismic Qualification Re-evaluation Class IE Equipment:Control Room Panels
ML20052B194
Person / Time
Site: Grand Gulf  Entergy icon.png
Issue date: 04/23/1981
From: Hardy R, Hassan S, Layne I
GENERAL ELECTRIC CO., SCIENCE APPLICATIONS INTERNATIONAL CORP. (FORMERLY
To:
Shared Package
ML20052B163 List:
References
H13-P601, NUDOCS 8204300145
Download: ML20052B194 (23)


Text

/

4

' GRAND GULF NUCLEAR STATION i

UNITS 1 & 2 SEISMIC QUALIFICATION REEVALUATION CLASS 1E EQUIPMENT I

COMPONENT NAME:

CONTR01 ROOM PAnete MPL OR EDL ITEM NO.:

AS ATTACHED i

MPL

REFERENCE:

H13-P601 l

THE SEISMIC QUALIFICATION REPORT (S) IDENTIFIED HEREIN HAVE BEEN EVALUATED AND REQUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONED COMPONENT IS CAPABLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC QUALIFICATION REVIEW TEAM (SORT) REQUIREMENTS.

1 16 /

I.B. pI YNF DATE MARCH 27, 1981 l

PREPARED BY.

1 ScienCO ADDlications. Inc ORGANIZATION l

g,7g ' d a M N R. H. Hardy REVIEWED BY:

/

/

SORT PROGRAM MANAGE S. E. Hassan 1 6 M 3

t 7 -W oxyg APPROVED BY.

RESPONSIBLE DESIGN ENGINEER GENERAL @ ELECTRIC 8 2 0 4 3 083 'l k a 3-2

e f

=

Ovalification suma$r of Ecutoment I.

Plant Name:

GRAND GULF g

1.

Utility: MISSISSIPPI POWER & LIGHT PWR 2.

NS$$:

GE 3.

A/E: BECHTEL BWR 6 Mk III II. Component Name Control Room Panel 1.

Scope: [X3MSSS

[]B0P l

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" NA c.

Weight 6.

Location: Building:

Co'ntrol 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 system b.

Functimal

Description:

Reactor Core Coolino Bench Board 1

c.

Is the equipment required for [ ] Hot Standby [] Cold Shutdown

[X] Both

[] Neither 9.

Pertinent Reference Design Specifications: coa refo,anco 4.3.4 l

l 12/80 3-3

2 III. Is Eouipment Available for Inspection in the Plant:

[X3 Yes

[] No IV. Equipment Qualification Method:

[x 3 Test

[3 Analysis

[ 3 Combination of Test and Analysis Qualification Report *:

Seismic Test Report'H12-P870 (No., Title and Date)

See Reference 4.3.1 General Electric Co.

Compay that Prepared Report:

I General Electric Co.

Compav that Reviewed Report:

V.

Vibration Input:

1.

Loads considered: a.[X3 Seismic only b.C 3 Hydro (ynamic only c.[ 3 Explosive c d.[. 30ther_(Specify) e.[ 3 Combination of

f. Method of Combining RRS: [ ] Absolute Sum [ 3SRSS

[X]

NA

, (other, specify) 2.

Required. Response Spectra (attach the graphs):

See section 2

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

SSE 3%

4.

Required Acceleration in Each Direction:

[x3ZPA

[ 30ther V f*E'".t f )

ib

.254 OBE,_S/S_=

pfg.

.254 SSEl__ SIS.=

.507 F/B =

.50/

V=

.239 5.

Is long-term vibration load effects considered

[ 3Yes

[x JNo

  • Note: The H13-P601 panel is simi.lar 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 3-4 12/80

3 VI. If Qualification by Test, then Complete:

[ ] random 1.

[ ] Single Frequency

[X3 Multi-Frequency:

[ ] sine beat

[x] rn and out-of-ohnso 2.

[ ] Single Axis

[X3 Multi-Axis 3.

No. of Qualification Tests: 08E 5

SSE 1

Other (specify) 1-33 Hz 4.

Frequency Range:

Natural Frequencies in Each Direction (Side / Side, Front /Back,, Vertical):

5.

l S/S =

13 F/B =

15.5 V=

None 6.

Method of Detenntning Natural Frequencies l

[x] Lab Test

[ ] Insitu Test

[ ] Analysis 7.

TRS enveloping RRS using Multi-Frequency Test [X3 Yes (Attach TRS & RRS grap!

[ ] No See Section 2 8.

Input g-level Test: OBE S/S =

1.0 F/B =

1.0 V=

1.0 SSE S/S =

1.5 F/8 =

1.5 V=

1.5 9.

Laboratory Mounting: (All mounting holes used).

1.

[X3 Bolt (No.

Size 5/s

)

[] Weld (Length-

)

[x] clamne

10. Functional operability ve..fted: [ XJ Yes [ ] No

[ ] Not Applicable

11. Test Results including modifications made: The Danel maintained its l

structural integrity and the devices performed their Class IE function.

Other test perfonned (such as aging or fragility test, including results):

12.

Fragility test results were applied as noted on the device list to establish seismic capability of certain devices.

l l

1 12/80 3-5 l

I

4 VII.

If Qualification by Analysis or by the Combination of Test and A9alysis, then Conclete:

1.

Descripition of Test including Results:

NA 2.

Method of Analysis:

[ ] Static Analysis

[ ] Equipment Static Analysis

. [ ] Dynamic Analysis: [ ] Time-History

" [ ] Response Spectrum 3.

Natural Frequencies in Each Direction (Side / Side Front /Back. Vertical):

S/S =

F/B =

V=

4.

Method of Determining Natural Frequencies

[ ] Lab test

[ ]Insitu Test

[ ] Analysis.

5. ' Model Type:

[ ] 3D

[]2b

[][D

[ ] Finit Element

[ ] Beam

[ ] Closed Form Solution 6.

[ 3' Computer Codes:

Freque,ncy 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 Deflection B.

Max. Critical to Assure Functional Oper-Deflection Location ability 3-6 12/80

  • ISMIC QU-ALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL N" LASS 1E EQUIPMENT j

i Panel MPL Ref: H13-P601 i

Location, Elevation: Central Floor, 166' System: Reactor Core Cooling Bench Board Panel Dimension:

117.5" x 84" X 30" l CURRENT SEIS!!IC l

l l

. CAPABILITY /

l MAXIMUM EXPECTED l I MALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPilENT l

f I

i j

MPL NO2 DESCRIPTION

' / IDENTIFICATION l f-b s-s v

I f-b s-s v

l REMAPES 3

E12A-S07B l Switch l 145C3040P013 1 20 1 20 1 20 1 11.7 l 1.7 10.3 l See Note 3.1.3 S10BC 1,

l l

1 l

l l

l l

S12BC l-l l

l l

l l

l l

S16BC l-l l

l l

l l

l l

S35B

'l l

_l l

l l

l l

l S36B I

l i

l l

l l

l 1

l S37B l

.l l

l 1

l l

l l

S39B l

'l.

.I l

l l

l l

l S40B l

l l

l l

l l

l l

S54B l

l

/-

S58B l

I I

.1-l l

l-l l

I

'l-l l

l l

l-S59B l

l l

l l

l l

l l

F S688 j

i 569B j

i E12A-S03BC l Switch l 272A7689P001 l

- 1 I

l 11.7 1 1.9 1 0.3 IInsuficient Data E12A-SO4BC l Switch l 145C3040P007 l 20 l 20 l 20 l 11.7 l 1.8 l 0.3 l See Note 3.1.3 E12A-S04B-1 l Switch l 145C3040P018 l 20 l 20 1 20 l 11.7 l 2.0 1 0.3 l See Note 3.1.3 SO4C-1 1

I l

l 1

l l

l l

E12A-S20BC l Switch l 145C3040P001 1 20 1 20 1 20 1 11.7 l 1.9 1 0.3 1 See Note 3.1.3 E12A-S60 l Switch l 145C3040P004 l 20 l 20 1 20 l 7.8 l 2.0 1 0.3 l See Note 3.1.3 E12A-S61 l Switch 1 145C3040P006 1 20 1 20 1 9n 1

7.8 l 1.6 1 0.3 l See Note 3_1.t E12A-S57 l Switch 1 2T2A7561P002 l

l l

l 11.7 l 1.9 1 0.3 lInsuficient Data noin. conn e, i

e., %

. s eicconsinonnx

! yn

! vn

e. w t

7 r i ic e a, e e -- i.+ -.-

P SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:

117.5" X 84" X 30" l CURRENT SEISMIC 1

l l

CAPABILITY /

l MAXIMJM EXPECTED l l MALFUNCTION LIMIT I PEAK ACCELERATION I EQUIPMENT l

l l

MPL NO.

DESCRIPTION IDENTIFICATION l f-b s-s v I f-b s-s v

1 -REMARKS B21H-S76B l Switch 1 145C3040P006 l 20 1 20' l 20 17.8 l 1.6 1 0.3 1 Sec.!ote 3.1.3 C41 A-S06B i

l l

l l

l l

l l

1 ee Note 3.1.3 S

B21H-S24B l Switch, Contact Block i 145C3040P009 l 20 1 20 l 20 111.7 l 2.0 1 0.3 S24D-1 l

l l

l l

1 1

I l

1 Switch. Contact Block i 145C3040P010 1 20 1 20 1 20 1 11.7 l 1.9 1 0.3 l See Note 3.1.3

{l,B21HSI5B-1, C41 A-S06B-1 l Contact Block l 145C3040P009 1 20 1 20 1 20 1 11.7 1 2.0 1 0.3 1 See Note 3.1.3 B21H-S33 l Switch l 272A8971G001 1

7.51 4.0 l 10 1 3.6 l 1.6 1 0.3 l See Note 3.1.14 B21H-S75 l Switch l 145C3040P004 l 20 1 20 1 20 1 7.8 1 2.0 1 0.3 l See Note 3.1.3 C41A-S05B i

l l

I I

I l

I l

h21H-S76B-1 l Switch, Contact Block l 145C3040P010 l 20 1 20 1 20 l 11.7 l 1.9 1 0.3 l See Note 3.1.3 C41A-S01B l Switch

! 272A7561P001 l

I I -

l 4.9 l 2.0 1 0.3 lInsuficient Data B21H-S01A.D l Switch 1 145C3040P015 1 20 l 20 l 20 l 11.7 l 1.9 1 0.3 l See Note 3.1.3 B21H-S03A,0 l Switch l 145C3040P017 l 20 l 20 1 20 l 11.7 l-1.9 l 0.3 i See Note 3.1.3 B21H-S05 l Switch I 145C3040P019 l 20 1 20 1 20 1 11.7 l 1.9 1 0.3 1 See Note 3.1.3 SW i

I i

l I

I I

I l

B21H-S05-1 1 Switch, Contact Block I 145C3040P010 l 20 l 20 l 20 1 11.7 l 1.9 1 0.3 i See Note 3.1.3 S27-1 1

I I

I I

I I

I I

0.3 I ee Note 3.1.3 B21C-S30AB l Switch: Pushbutton i 145C3230P004-l 10 1 10 110 1 3.6 l 1.6 I S

S31AB l

l l

l l

l l

l l

B21C-S12AB l Switch 1 145C3040P020 1 20 1 20 1 20 1 1.2 1 1.1 1 0.3 l See Note 3.1.3 S13AB l

l I

i l

I I

i l

B21C-S38A.E I Switch 1 145C10403132 1 ?@

l ?n I ?n l99 1 1 1 l n1 I saa Mota 1 1 1

E SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: Il13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension:

117.5" X 84" X 30" l CURRENT SEISMIC l

l l

CAPABILITY /

l MAXIMUM EXPECTED I l HALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l

l l

MPL NO.

DESCRIPTION IDENTIFICATION I f-b s-s v

I f-b s-s v

l REMARKS B21H-S388,F l Switch 1 145C3040P002 l 20 l 20 1 20 1 1.2 1 1.1 10.3 l See Note 3.1.3 B21C-S37AB i Switch l 145C3040P004 l 20 l 20 1 20 17.8 l 2.0 1 0.3 1 See Note 3.1 3 C41A-S05A l

l l

l 1

I l

l I

d3 B21H-S24A l Switch, Contact Block i 145C3040P009 l 20 1 20 1 20 11 1. 7 1 2.0 1 0.3 l See Note 3.1.3 S24C-1 l

l l

l l

l l

l l

j B21H-S24A,C l Switch i 145C3040P006 l 20 i 20 1 20 l 7.8 l 1.6 1 0.3 1 See Note 3.1.3 B21H-S76A-1 l Switch, Contact Block i 145C3040P010 1 20 1 20 1 20 11 1. 7 l 1.9_l 0.3 I See Note 3.1.3 B21H-S32 1 Switch 1 27?A8971P001 1

7.51 4.0 l 10 13.6 l 1.6 I 0.3 l See Note 3.1.14 B2111-S74 l Switch l 145C3040P044 l 20 1 20 l 20 14.6 l 2.0 10.3 l See Note 3.1.3 B21H-S76A l Switch 1 145C3040P006 l 20,120 1 20 17.8 l 1.6 1 0.3 l See Note 3.1.3 i

C41A-S01A l Switch 1 272A7561P001 1

l 1

14.9 1

2.0 1 0.3 l Insuficient Data C41A-S06A-1 l Switch, Contact Block i 145C3040P009 1 20 20 1 20 11 1. 7 1 2.0 1 0.3 l See Note 3.1.3 E12A-S61-1 Switch, Contact Block 145C3_040P010 H 20 20

' 20 11 1 _ 7 l

1.0 ln3 I saa Nata 1 1_3 C41A-S06A Switch 145C3040P006___

! 20 20 20 17.8 l

1.6 10.3 l See Note 3.1.3 B21H-S74-1 Switch 145C3040P018 20 20 20 11.7 2.0 0.3 Sep Nate 3.1.3 521R-S28-1 Switch. Contact Block la5C3040P010 20 20 2n 11 7 1_o 0.3 See_ Note 3_1_3 B21H 329-1 l Switch

! 145C3040P010 20 1 20 1 20 11 1. 7.

I 2.0 10.3 l_Sep Note 3.1.3 B21H-S18 l Switch

! 1dscandnpnn1 20 1 20 1 20

!11.7 1

1.9 10.3 I See Note 3_1.3 B23H:301 1 Switch

! 149C3040P001 1 20. I 20 I 20 111.7 1

1.9 I O.3 l Sep Nnto 3.1.3 E51A-S17 i Switch

! 145C3040P001 1 20 1 20 1 20 11 1. 7 1 1.9 10.3 i See Note 3.1.3

SEISMIC QUALIFICATION REEYALUATION 117.5 INat WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel Dimensions: MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension:

117.5 X 84" X 30" 1 CURRENT SEIS!!IC l

l l

CAPABILITY /

l MAXIMUM EXPECTED l l HALFUNCTION LIMIT l PEAK ACCELERATION l

~

EQUIPMENT l

I i

l MPL No.

DESCRIPTION IDENTIFICATION l f-b s-s v

I f-b s-s v

l REMARKS B21A-S20A.D l Switch l 145C3040P007 l 20 l 20 l 20 l11.7 l 1.8 l 0.3 i See Note 3.1.3 go B21A-S20A.D-;l Switch, Contact Block l 145C3040P009 l 20 l 20 l 20 111.7 12.0 10.3 lSee Note 3.1.3 g;

B21C-S08A l Switch 1 145C3040P022 l 20 l 20 l 20 l 11.7 l 1.8 10.3 iSee Note 3.1.3 SO9A l

l l

l l

l 1

l l

thru S11A l

l l

l l

l l

1, l

S15A l

l l

l l

l l

l l

S17A l

l l

l l

l l

l l

thru S29A l

l l

l l

l l

l 1

S32A I

l l

l l

l l

l.

l S33A l

l l

l l

l l

l' l

B21H-S02A,0l Switch 1 145C3040P015 l 20 l 20 1 20 111.7 l 1.9 10.3 lSee Note 3.1.3 l

B21H-SO4A.D l Switch 1 145C3040P017 l 20 l 20 l 20 l11.7 l 1.9 10.3 iSee Note 3.1.3 B21H-S06 l Switch i 145C3040P019 l 20 1 20 1 20 l11.7 l 1_4 I n.3 lSee Nnto 3.1_3 B21H-S37 i Switch l 145C3040P019 l 20 1 20 1 20 l11.7 l 1.9 l 0.3 lSee Note 3.1.3 S38 I

l l

l l

1 I

l l

S35 l

l l

1 l

1 I

l 1

S36 l

l l

l l

l l

l l

S28 l

l l

l l

l l

-l l

S29 l

l l

1 I

l l

l l

B21H-S06-1 l Switch, Contact Block l 145C3040P010 1 20 1 20 l 20 111.7 l 1.9 l 0.3 l See Note 3.1.3 l

335-1 I

l l

l l

l 1

1 I

thru S38-1 l

l l

l l

l l

l l

i SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:

117.5" x 84" x 30" I CURRENT SEISMIC l

l l

CAPABILITY /

I MAXIMUM EXPECTED l I HALRJNCTION LIMIT l PEAK ACCELERATION I EQUIPMENT l

l l

MPL NO.

DESCRIPTION IDENTIFICATION I f-b s-s v

I f-b s-s v l REMARKS B21H-S26A l Switch 1 145C3040P001 1

20 1 20 1 20 1 11.71 1.91 0.3 1 See Note 3.1.3 E12A-S64A I

l l

1 l

l l

l l

E12A-S62A l Switch l 145C3040P006 l

20 l 20 1 20 l 7.81 1.61 0.3 l See Note 3.1.3 E12A-S62A-1 l Switch, Contact Block l 145C3040P010 l

20 l 20 1 20 1 11.7 l 1.9 l 0.3 i See Note 3.1.3

)$

E12A-S63A l Switch: Pushbutton i 145C3230P004 l 10 1 10 1 10 1 3.6 l 1.61 0.3 l See Note 3.1.3 E12A-S41A I Switch i 145C3040P003 1

20 l 20 1 20 1 11.7 l 1.9 1 0.3 l See Note 3.1.3 E12-R602A l Indicator Unit i 164C5288P163026 l 18 l 18 17 l 4.0 1 1.7 1 0.3 1 See Note 3.1.3 R603A I

l l

l l

l l

l l

B21H-S10 l Switch l 145C3040P019 l

20 1 20 l 20 1 11.7 l 1.9I 0.3 l See Note 3.1.3 S12 l

l l

l l

l l

l-l S13 I

I I

I I

I I

I I

B21H-S10-1 l Switch, Contact Block i 145C3040P010 1

20 1 20 l 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 S12-1 l

l l

l l

l l

l 1

S13-1 1

I I

I I

I I

I I

B21H-S17 l Switch 1 145C3040P003 1

20 1 20 1 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 E12A-S06A 1

l l

l l

l l

l l

E12A-S34A l

l l

l l

l l

.I I

E12A-S02A l Switch 1 145C3040P013 l

20 1 20 1 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 SO5A I

l l

l l

l l

l l

SWA l

l l

l l

l l

l l

S10A l

l l

l l

l l

l l

S12A l

l l

l l

l l

l l

4 SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:

117 5" X 84" X 30" 9

l l

CURRENT SEISMIC l

l I

CAPABILITY /

l MAXIMUM EXPECTED l

)

l MALFUNCTION LIMIT l PEAK ACCELERATION l l

EQUIPMENT l

l i

l MPL NO.

DESCRIPTION IDENTIFICATION l f-b s-s v

I f-b s-s v

l REMARKS B21H-S26B l Switch l 145C3040P001 l

20 l 20 1 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 E12A-S56 l

l l

l l

l l

l l

E12A-S64B l

l l

l l

l l

l l

{l E12A-S21 l Switch: Pushbutton i 145C3230P004 l 10 l 10 l 10 1

3.6 l 1.61 0.3 lSee Note 3.1.3 r*

E12A-S43BC l Switch 1 145C3040P004 l

20 1 20 l 20 l 7.8 l 2.01 0.3 l See Note 3.1.3 E12A-S$3B l Switch l 145C3230P004 1 10 1 10 1 10 1 3.6 3 1.61 0.3 ! See Note 3.l.3 E12A-S62BC l Switch 1 145C3040P006 l

20 l 20 l 20 l 7.8 1 1.6 l 0.3 l See Note 3.1.3 E12A-S62B-1 l Switch, Contact Block l 145C3040P010 l

20 l 20 1 20 l 11.7l 1.91 0.3 l See Note 3.1.3 S62C-1 l

l l

l l

l l

l l

E12A-S41B l Switch 1 145C3040P003 1

20 1 20 1 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 E12-R602B l Indicator Unit l 16405288P163026 l 18 l 18 l7 1 4.0 l 1.7 l 0.3 l See Note 3.1.3 l

R603BC l

l l

l l

l l

l l

B21H-S09 l Switch l 145C3040P019 l

20 1 20 1 20 l 11.7l 1.91 0.3 l See Note 3.1.3 S14 l

l l

l l

l 1

l l

B21H-S09-1 l Switch, Contact Block l 145C3040P010 1

20 l 20 l 20 l 11.7l 1.9 l 0.3 l See Note 3.1.3 S14-1 l

l l

l l

1 l

l l

B21H-S69 l Switch l 145C3040P003 1

20 l 20 l 20 l 11.7l 1.91 0.3 l See Note 3.1.3 S70 l

l l

l l

l l

l l

E12A-S06B l

l l

l l

l l

l l

E12A-S34B l

l I

i 1

I l

l l

E12A-S02B l Switch 1 145C3040P013.

l 20 1 20 1 20 1 11.71 1.91 0.3 l See Note 3.1.3 S05B l

l l

l l

l l

l I

i SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:

117.5" X M" X 30" l CURRENT SEISMIC l

l CAPABILITY /

MAXIMUM EXPECTED l l MALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l

l j

l MPL NO.

DESCRIPTION IDENTIFICATION l f-b s-s v

I f-b s-s v

l REMARKS E12A-S16A I Switch l 145C3040P013 l

20 1 20 l 20 l 11.7 1 0.9l'0.3 l See Note 3.1.3 i

S35A l

l l

l l

l l

l l

' d; l --

S36A l

l l

l l

[

I I

u2 S54A j

l l

l l

l l

l 1

S58A l

l l

l l

l l

l l

S59A l

l l

l l

l l

l l

S68A l

l l

l l

l l

l l

S69A I

l l

l l

l l

l l

E12A-S03A l Switch l 272A7689P001 1

- I 1

- l 11.7 l 1.9 1 0.3 I Insufucient Data E12A-SO4A I Switch l 145C3040P007 l

20 l 20 l 20 l 11.7 l 1.8 I 0.3 l See Note 3.1.3 E12A-SO4A-1 i Switch i 145C3040P018 l

20 l 20 1 20 1 11.7 1 2.0 1 0.3 l See Note 3.1.3 E21A-S08 l Switch l 145C3040P001 l

20 l 20 l 20 l 11.7 l 1.9 l 0.3 l See Note 3.1.3 E51A-S18 l

l l

l l

l l

l l

E51A-S23 l

l l

l l

l l

l l

l E21A-SO9 l Switch: Pushbutton l 145C3230P004 1 10 1 10' l 10 1 3.6 1 1.6 1 0.3 l See Note 3.1.3 E21A-S10 l Switch l 145C3040P004 l

20 l 20 l 20 1 7.8 l 2.0 1 0.3 l See Note 3.1.3 E21A-S11-1 l Switch l 145C3040P010 1

20 l 20 l 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 E21A-S11 l Switch 1 145C3040P006 1

20 l 20 l 20 1 7.8 l 1.6'l 0.3 i See Note 3.1.3 E21-R600 l Indicator Unit l 164C5288P163026 l 18 1 18 17 1 4.0 1 1.7 1 0.3 i See Note 3.1.3 E51A-S16 l Switch 1 145C3040P006 l

20 1 20 1 20 1 7.8 l 1.6 1 0.3 l See Note 3.1.3 S25 l

l 1

l l

1 l

l l

S41 l

l l

l l

l l

l l

SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:

117.5" x 84" X 30" l

CURRENT SEISMIC l

l l

CAPABILITY /

I HAXIMUM EXPECTED l l MALFUNCTION LIMIT l PEAK ACCELERATION I EQUIPMENT l

l i

l MPL NO.

DESCRIPTION IDENTIFICATION l f-b s-s v

I f-b s-s v

l REMARKS E51A-S42 l Switch i 145C3040P006 l

20 1 20 l 20 l 7.8 l 1.61 0.3 i See Note 3.1.3 l

E51A-S19 l Switch 1 145C3040P004 1

20 l 20 1 20 17.8 1 2.0 l 0.3 l See Hote 3.1.3 S20 l

l l

l l

l l

l 1

S37 l

l l

1 1

I I

I I

E51A-S41-1 i Switch, Contact Block i 145C3040P010 l

20 1 20 l 20 l 11.7 l 1.91 0.3 l See Note 3.1.3 c,

S42-1 l

l 1

l l

l l

l l

Jo E51A-S16-1 l Switch, Contact Block l 145C3040P009 l

20 1 20 1 20 l 11.7 1 2.01 0.3 l See Note 3.1.3 S25-1 l

l l

l l

l l

l l

E51-K601 l Sq. Root Converter i 159C4486P001 1

10 1 2.1 1 1.5 14.0 l 1.71 0.3 I E51-R600 l controller i 163C1392P014 1

10 l 2.1 l 1.5 14.0 l 1.71 0.3 l E51-R606 l Indicator Unit l 164CS288P261040 l 18 l 18 l7 1 4.0 1 1.7 l 0.3 l See Note 3.1.3 E21A-S06 l Switch l 2T2A7689P001 1

- 1 I

l 11.7 l 1.91 0.3 l Insuficient Data E21A-S07 l Switch

! 272A7561P002 1

1 I

- l11.7 1 1.91 0.3 l Insuficient Data E21A-S01 l Switch 1 145C3040P007 1

20 1 20 1 20 l 11.7 l 1.81 0.3 i See Note 3.1.3 E21A-S01-1 l Switch 1 145C3040P018 l

20 1 20 l 20 l 11.7 l 2.01 0.3 1 See Note 3.1.3 E21A-S02 l Switch i 145C3040P013 l

20 l 20 l 20 111.7 l

1. 9. l 0.3 l See Note 3.1.3 SO4 l

l l

l l

l l

l 1

SOS I

l l

1 1

l l

l l

E51 A-S26 l

l l

l l

l l

l l

E51A-SO4 I

I l

l l

l l

l 1

E51A-S05 I

I l

l 1

1 1

l l

1 i

SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension:

117.5" X 84" X 30" l CURRENT SEISMIC l

l l

CAPABILITY /

I MAXIMUM EXPECTED l l MALRJNCTION LIMIT I PEAK ACCELERATION l EQUIPMENT l

l l

i MPL NO.

DESCRIPTION IDENTIFICATION l f-b s-s v

I f-b s-s v

l REMARKS E51A-S09 i Switch 1 145C3040P013 1

20 1 20 1 20 1 11.7l 1.91 0.3 l See Note 3.1.3 E51A-S07 l

l l

l l

l l

l l

E51A-S39 I

I l

1 1

I I

I I

um E51 A-S40 l

l l

l l

l l

l l

E51A-S10 l

I I

l l

l l

l.

I E51A-S03 l

l l

l l

l l

l l

E51A-S08 l

l l

l l

l l

l.

1 E51 A-S24 l

l l

l l

1 l

l l

E51A-S38 l

l l

l l

l l

l l

E51A-S28 l Switch l 145C3040P003 1

20 l 20 1 20 -l 11.7l 1.91 0.3 1 S27 l

1 1

I I

l l

l' l

S11 1

I l

l l

l l

l 1

S13 I

I I

I I

I l

l l

E51A-S15 l Switch l 272A7689P001 l

I

- 1

- l 11.7l 1.9 I n.3 I Insuficient Data E51A-S1T l Switch i 145C3040P003 1

20 1 20 1 20 l 11.7l 1.91 0.3 l See Note 3.1.3 E51A-S?2 i Switch i 145C3040P001 1

20 l 20 1 20 1 11.7l 1.91 0.3 l See Note 3.1.3 E51A-S33 i Switch l 272A7561P002 l

- l

- 1

- l 11.7l 1.91 0.3 l Insuficient Data E51A-S35-1 1 Switch, Contact Block l 145C3040P018 l

20 1 20 1 20 6 11.7 l 2.0! 0.3 l See Note 3.1.3 E51A-S01 l Switch i 145C3040P007 1

20 l 20 l 20 i 11.7l 1.81 0.3 l See Note 3.1.3 S35 I

l l

l l

l l

l l

E51A-S01-1 l Switch, Contact Block i 145C3040P018 1

20 l 20 1 20 l 11.7l 2.01 0.3 l See Note 3.1.3 S02-1 l

l l

l l

l l

l l

SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:

117.5" x 84" x 30" l CURRENT SEISMIC l

l l

CAPABILITY /

l MAXIMUM EXPECTED l l HALF 1JNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l

l l

MPL NO.

DESCRIPTION IDENTIFICATION l f-b s-s v

l f-b s-s v

l REMARKS E51A-S02 i Switch i 145C3040PO49 l

20 i 20 l 20 1 8.2 l 1.41 0.3 l See Note 3.1.3 C11B-S04 l Switch l 145C3040P017 l

20 l 20 l 20 l 11.7 l 1.9 l 0.3 l See Note 3.1.3 S06 l

l l

l l

l l

l l

E12A-S37A l Switch 1 145C3040P013 l

20 l 20 1 20 111.7 l 1.91 0.3 l See Note 3.1.3 m

S39A l

l l

l l

l l

l.

l S40A l

l l

l l

l l

l l

4

4 SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension:

117.5" X 84" X 30" l CURRENT SEISMIC l

l l

CAPABILITY /

l MAXIMUM EXPECTED l l MALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l

l 1

l HPL NO.

DESCRIPTION IDENTIFICATION l f-b s-s v

I f-b s-s v

l REMARKS E22B-S03 i Switch

' 145C3040P013 1

20 20 20 11.7 l 1.9 1 0.3 l See Note 3.1.3 E22B-S05 I

l l

l I

E22B-S11 l

l l

l l

l l

l l

l E22A-S03 l Switch 1 272A7561P002 l

1 l

1 11.7 l 1.9 1 0.3 I Insuficient Data _

E22A-S05 l Switch 1 145C3040P001 l

20 1 20 l 20 I 11.7 l 1.9 l 0.3 1 See Note 3.1.3 Y E228-S01 l

l l

l l

l l

l l

U E22A-501 i Switch i 145C3040P013 1 20 i 20 I 20 1 11.7 l 1.9 1 0.-3 l See Note 3.1.3 O

i l

SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board j

Location, Elevation: Central Floor, 166' Panel Dimension:

117.5" X 84" X 30" i

l CURRENT SEISMIC l

l l

CAPABILITY /

l MAXIMJM EXPECTED I I MALFilNCTION LIMIT l PEAK ACCELERATION l EQtIIPMENT l

l l

MPL NO.

DESCRIPTION IDENTIFICATION l f-b s-s v

I f-b s-s v i REMARKS E22B-S02 i Switch 1 272A7689P001 1

1 1

l 11.7l 1.9l'0.3 l Insuficient Data S07 l

l l

l l

l l

l l

29 I

I l

l l

l l

l l

S10 l

l I

l l

l l

l l

S15 l

l l

l l

l l

l

. I l 1 l

E22B-SO4 l Switch 1 145C3040P030 l

20 1 20 1 20 1 11.7l 1.6 l 0.3 l See Note 3.1.3 S06 l

l l

l l

l l

1 l

l 28 l

l l

l l

1 1

I l

S12 I

I I

I I

I I

I I

S13 I

I I

I I

I I

I I

S14 I

I I

I I

I I

I I

E22B-S16 i Switch l 272A7695P001 l

l 1

l 8.4 l 1.7 l 0.3 l Insuficient Data _

E12A-S43A l Switch 1 145C3040P004 l

20 l 20 1 20 1 7.8 l_ 2.0 l 0.3 l See Note 3.1.3 E12-R607 l Indicator Unit l 164C5288P261041 l 18 1 18 17 1 3.6 l 1.41 0.3 i See Note 3.1.2 E12A-S20A l' Switch 1 145C3040P001 l 20 l 20 1 20 1 11.7 l 1.9 l 0.3 i See Note 3.1.3 B21H-K031 1 Relay l 164CS258P001 l 17 l 17 l 10 1 11.7 1 2.01 0.3 l See Note 3.1.3 E12A-AT6-I I Isolator Card l 204B6208AAG002 l 10 l 10 1 28 1 4,9 l 2.01 0.3 i See Note 3.1.3 E12A-AT6-0 l Isolator Card l 204B6220AAG002 l 10 l 10 l 28 1 4.9 l 2.01 0.3 l See Note 3.1.3 I

SEISMIC QUALIFICATION REEVALUATION 1

117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT 1

Panel MPL Ref: H13-P601 System: Reactor Core Cooling Pench Board l

Location, Elevation: Central Floor, 166' Panel Dimension:

117.5" X 84" X 30" I CURRENT SEISMIC l

l i

l CAPABILITY /

l MAXIMUM EXPECTED l l MALFUNCTION LIMIT I PEAK ACCELERATION I I

EQUIPMENT I

l l

HPL NO.

DESCRIPTION IDENTIFICATION l f-b s-s y

1 f-b s-s v

l REMARKS I

E12A-AT/-O l Isolator Card l 204B6188AAG002 l 10 1

10 1 28 14.9.I 2.0 1 0.3 i See Note 3.1.3 B21H-K032 l Relay l 164C5258P001 1

17 l 17 l 10 l 4.9. I

2. 0. l 0.3 ISee Note 3.1.3 i

l E12A-AT8-0 l Isolator Card i 204B6188AAG002 l 10 l

10 1 28 l 4.9. I

,2.0 l.0.3 l See Note 3.1.3

,[

E12A-ATI-I l Isolator Card i 204B6186AAG004 l

10 1 10 1 28 l 4.9-l 2.0 1 0.3 l See Note 3.1.3 t

10 l

10 l 28 I.4.9 I

2.0I.0.3 l See Note 3.1.3 l

AE12A-PSO4 I Power Supply l 198B6203AAG003 1

10 l

10 1 28 I

4.71 2.81 0.3 l See Note 3.1.3 PSOS I

l l

l l

l 1

l l

{

E22A-S06 l Switch l 145C3040P001 1

20 1 20 1 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 l

S07 l

l l

l l

l l

l

.I E22A-S14 l Switch 1-145C3040P006 l

20 l 20 1 20 l 7.8 l 1.6 10.3 1 See Note 3.1.3 i

E22A-S14-1 1 Switch, Contact Block i 145C3040P010 l

20 l 20 1 20 1 11.7 l 1.9 l 0.3 I See Note 3.1.3 l

F,22A-S02 l Switch: Pushbutton l 145C3230P004 1 10 l 10 l 10 1

3.61 1.6 1 0.3 lSee Note 3.1.3 l

E22A-S08 l Switch l 145C3040P004 l

20 l 20 l 20 1 7.8 l 2.0 l 0.3 l See Note 3.1.3 l

E22-R601 l Indicator Unit i 164C5288P239012 l 18 1 18 17 1

3.6 l 1.4 1 0.3 1 See Note 3.1.3 l

E22-R603 I Indicator Unit i 164C5288P162041 1 18 l 18 l7 1

3.6 l 1.4 1 0.3 l See Note 3.1.3 E22A-S01 l Switch 1 145C3040P013 1

20 1 20 1 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 SO4 l

l l

l l

l l

l l

S10 l

l l

l l

l l

l l

S11 l

l l

l l

.I I

I I

l S12 l

l l

l l

l l

j 1

S15 l

l l

l 1

1 I

I l

S23 l

l l

l 1

I I

I I

A Readings from accelerometers mounted on the power supply.

COMPONENT LOCATION.AND "g" FIELD H13-P601 PANEL 3

3.1 5.1 7.1 A

INCLINE 9

0$

0; TOP SECTION -

4.0 4.6 4.9 a:'

8:8 M

e^

VERTICAL LJH.C 1.2 3.0 3.6 MIDDLE SECTIC' b

C 1.1 1.6 1.4 G

GB 0.3 0.3 0.3 i

B 7.8 8.2 8.4 0

1.6 1.4 1.7 F K MN 0.3 0.3 0.3 INCLINE BO ROM SECTIOT 11.7 11.7 11.7 A

ED E

1.8 1.7 1.9

.0.3 0.3 0.3

--l -

2__..

3

~

Order in each cell

= f-b s-s V

H12-P870 Positiin Locator Part #

Description

_ " Field Locator ~

"g A

145C3040 Switch E-3 & B-3 B

145C3230 Switch: Pushbutton C-2 & C-3 C

164C5288 Indicator Unit B-1 D

272A7689 Switch E-3 E

272A7561 Switch B-3 & E-3 F

272A7685 Switch D-3 G

272A8971 Switch C-2 & C-3 H

159C4486 Sq. Root Converter B-1 1

19886203AA Power Supply

  • (See Note 3.1.12)

J 163C1392 Controller B-1 K

204B6208AA Isolator Card

  • (See Note 3.1.12)

L 204B6220AA Isolator Card

  • (See Note 3.1.12) 3-20

i Position Locator Parts #

Description "g" Field Locator M

204B6188AA Isolator Card

  • (See Note 3.1.12)

N 164C5258 Relay

  • (See Note 3.1.12) 4 0

204B6186AA Isolator Card

  • (See Note 3.1.12)

~

4

.2 r

3-20A

\\

l

....... -. - -, _. _. _ _. _,., _, - _. - -. -. - _ _. -... ~ _

~

t 4.1 RESONANCE SEARCH TEST DATA FOR VARIOUS TESTED CONTROL ROOM PANELS Table 1 Resonance (Hz)

Panel faQ21 f/_B 1

f/_S

}lidth (inches)

P H13P654 34 53 18 36 P H13P655 29 53 21 60 G H13P693 41 35 21 48 CL H22P028 34 60 14 36 C0 H13P628 36 19 48 L H12P661 16 32 11.5 96 CO C61P001 22 22 96 L H12P601 12 18 158 C0 H13P618 25 33 19 72

---+-

  • C0 H13P601 34 19 105
  • C0 H13P603 14 26 28 174 B H13P671 25 30 10 90 LEGEND CO - Cofrentes L -- Limerick P - Perry G -- Grand Gulf CL - Clinton B -- BWR 6 Prototype

= Bench Boards 1

4-1

Table 2 CLASS 1E EQUIPMENT ON TESTED PANEL AND THEIR CURRENT SEISMIC CAPABILITIES

~

b Current Seismic!

Tested Panel Accelerometer Equipment Capability Number on Tested Panel f-b s-s v

f-b s-s v

f-b s-s v

I b

H2h-P028 4/5 4/5 136B3127 3.7 3

2.3 H13 P693 H22 P028 E

H13 P680 H133693 9

145C3040 7.5 4.0 10.0 H13 P693 7

7 7

b H13k628 H12S028 E

H13k628 5

5 5

145C3043 10.0 3.5 1.2 Co Co Co

~~

14_5C3230 5.0 8.8 10.0 H13-P603 H13-P603 H13-P603 3

3 3

C C

C i

159C4251 3.2 2.0 2.8 H22-P028 H22-P028 H22-P028 3

3 3

C61k001 C61h001 C61h001 6

6 6

b 159C4486 10.0 2.1 1.5 3

Co Co Co 4

163C1392 10.0 2.1 1.5 C61-P001 C61-P001 C61-P001 6

6 6

163C1565 (same as Co Co Co 163C1566) 4.0 1.0 1.0 C61-P001 C61-P001 C61-P001 3

3 3_

Co Co co 164C5150 5.0 2.5 2.3 H13-P618 H13-P618 H13-P618 2/4 4

2 Pe Pe Pe 164C5258 4.0 3.0 1.5 H13-P628 H13-P628 H13-P628 4-4 4

Legend:

C: Clinton C0: Cofrentes G: Grand Gulf P: BWR Prototype Pe: Perry j

4.3 REFERENCES

4.3.1 Seismic Test Reports, GE DRF A00-1138 4.3.2 GE DOCUMENT A00794-9 4.3.3 GE DRF A00-1084 4.3.4 MPL and Panel Reference for Device List:s PANEL fEg ASSEMBLY DRAWING f H13-P601 386X400BA 865E617G001,2 H13-P618 368X526BA 865E516G1 H13-P621 368X528BA 133D9999G1 H13-P622 368X529BA 137D7213G1 H13-P623 368X530BA 137D7214G1 H13-P625 368X531BA 865E542G1 H13-P628 368X532BA 865E278G1 H13-P629 368X533BA 865E517G1 H13-P631 368X534BA 865E279G1 H13-P632 368X535BA 865E292G1 H13-P642 368X539BA 865E280G1 H13-P654 368X416BA 865E789G1 H13-P655 368X417BA 865E897G1 H13-P669 see Assy Dwg PL 851E919AA H13-P670 see Assy Dwg PL 851E920AA H13-P671 see Assy Dwg PL 851E921AA H13-P672 see Assy Dwg PL 851E922AA H13-P680 see Assy Dwg PL 386X545G1 H13-P691 386X224BA 865E520G1 H13-P692 386X245BA 865E521G1 H13-P693 386X246BA 865E522G1 H13-P694 386X247BA 865E523G1 4.3.5 Transmittal, Bechtel to GE, GET 80/0174, dated 12/2/80, Floor Response Spectra for Control Room Building Elevations.

4.3.6 GE DRF A00-794-5-1 4-3

_ _ _