Attachment 23, General Atomics Electronic Systems 04038903-7SP

51
Attachment 23 General Atomics Electronic Systems 04038903-7SP, Revision C, "Qualification Basis for 04034101-001 (2-RE-90-271, -272, -273 & -274)" (Non-Proprietary)

Transcript of Attachment 23, General Atomics Electronic Systems 04038903-7SP

Page 1: Attachment 23, General Atomics Electronic Systems 04038903-7SP

Attachment 23

General Atomics Electronic Systems 04038903-7SP, Revision C,"Qualification Basis for 04034101-001 (2-RE-90-271, -272, -273 & -274)" (Non-Proprietary)

Page 2: Attachment 23, General Atomics Electronic Systems 04038903-7SP

REVISIONSREV ........ _DESCRIPTION . DATE APPROVED

B INCORPORATED ECN 400000218 2-10.11 B. WILKINSON2-10-11 P. BERNER

A. EVANS 2/1012011 2-10-11 A. EVANS2-10-11 E. CABEL

C INCORPORATED ECN 400000298S. HUMS 2/22/2011

7,-- 2-11P.A -5%

0.IZAL~iC I iisera

P. &a-'.-

25402-011 -VIA-HARA-00190-001General Atomics HARA

Redacted Qualification Basis for 04034101-001

BECHTEL POWER CORPORATION I Job Number: 25402SUPPLIER DOCUMENT REVIEW STATUS

STATUS CODE;1 Li Work may proceed. 3 [] Rejected. Revise and resubmit

1C l Workmayproceed. Editorial 4 [ Revraw not required. Work maycomments need only be incorporated proceed.if revised for other purposes.

2 [] Revise and resubmit Work may P027proceed subject to Incorporation of 8595changes indicated.

Permission to proceed does not constitute acceptance or approval of design details, calculatons,analysis, test methods, or materials developed or selected by the Supplier and does not relieve the

SEISMIC CATEGORY I

Change doc.Classification

+4. CENEURAL ATOMICS 4949GREENCRAIG LANEv ELCTRONIC SVSTMS SAN DIEGO, CA 92123-1675

DRAWN DATEA,E. BUTr 1115110

CHECKED

J. OWEN 12113/10ENGR

A.E.BUTT QUALIFICATION BASIS for 04034101-001RVW. GRATZA 1206110 (2-RE-90-271, -272, -273 & -274)

PROJ MISR SIZE FSCM NO. DRAWING NO. REVP. BERNER 12113110

RELEASE S.ARTER 1.117110 A 58307 04038903-7SP CRELEASE SHEET

E. (;ABEL 1,2J,7110 OR-NG LEVEL 3 SCAL.E: NONE ... 1 of 50J, .... I

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25402-011 -VIA-HARA-001 90-001

CHANGE RECORD

Issue

Rev. A

Rev. B

Rev. C

Date

December 2010

February 2011

February 2011

Description of Change

Original Issue

Incorporated CustomerComments

Incorporated CustomerComments

04038903-7SP

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GA-ESI PROPRIETARY

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25402-011-VIA-HARA-00190-001

CONTENTS

1 INTRO DUCTIO N .................................................................................................. 6

1.1 ENGINEERING AND COMMERCIAL GRADE ITEM CHANGES THAT AFFECT

QUALIFICATION ............................................................................................................ 6

1.2 REPORT CONTENTS ...................................................................................................... 7

2 ENVIRONMENTAL QUALIFICATION BASIS .................................................... 8

2.1 SERVICE CONDITIONS ................................................................................................ 8

2.2 02818905-QSR COMPONENT REVIEW ...................................................................... 9

2.3 QUALIFICATION BASIS ................................................................................................ 9

2.3.1 RM-1000 and I-F Converter Modules ............................................................................................ 10

2.3.2 RD-23 Detectors ............................................................................................................................. 12

3 SEISM IC Q UALIFICATIO N BASIS ................................................................... 13

3.1 SEISMIC REQUIREMENTS .......................................................................................... 13

3.1.1 Plant Equipment Seismic Requirements .................................................................................. 13

3.1.2 Seismic Requirements for Control Room and Devices ............................................................ 16

3.2 COMPONENT REVIEW ................................................................................................. 17

3.3 QUALIFICATION BASIS ................................................................................................ 18

3.3.1 NIM Bin Assembly .......................................................................................................................... 19

3.3.2 Line Filter. ........................................................................................................................................ 24

3.3.3 RD-23 Detector ............................................................................................................................... 25

4 REPLACEM ENT SCHEDULE ............................................................................ 28

5 EM C Q UALIFICATIO N BASIS .......................................................................... 29

5.1 MONITOR SYSTEM QUALIFICATION BASIS ............................................................. 29

5.2 RADIATED SUSCEPTIBILITY ....................................................................................... 30

5.2.1 Low Frequency Radiated Susceptibility ................................................................................... 31

5.2.2 High Frequency Radiated Susceptibility ................................................................................... 31

5.3 CONDUCTED SUSCEPTIBILITY ................................................................................ 32

5.4 IMPULSE AND BURST IMPULSE SUSCEPTIBILITY ................................................. 32

5.5 RADIATED EMISSIONS .............................................................................................. 32

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5.6 CONDUCTED EMISSIONS .......................................................................................... 33

6 SOFTWARE QUALIFICATION BASIS ............................................................. 34

7 REFERENCE DOCUMENTS ............................................................................. 36

APPENDIX A POWER SUPPLY ASSEMBLY ANALYSIS ....................................... 38

A.1 INTRODUCTION .......................................................................................................... 38

A.2 APPLICABLE DOCUMENTS ....................................................................................... 38

A.3 EQUIPMENT DESCRIPTION ....................................................................................... 38

A .4 M ET H O D ............................................................................................................................ 39

A.5 ACCEPTANCE CRITERIA ............................................................................................ 40

A.5.1 GA-ESI ACCEPTANCE CRITERIA ........................................................................................... 40

A.5.2 ALLOWABLE BOLT STRESS CALCULATIONS ..................................................................... 41

A.6 CONCLUSIONS ................................................................................................................. 41

A.7 STRUCTURAL INTEGRITY ANALYSIS ...................................................................... 41

A.7.1 GIVEN INFORMATION AND PARAMETERS ......................................................................... 42

A. 7.2 POWER SUPPLY ASSEMBL Y MASS ...................................................................................... 42

A. 7.3 NATURAL FREQUENCY OF THE POWER SUPPLY BRACKET .......................................... 43

A.7.4 ANAL YSIS OF SCREWS A TTACHING POWER SUPPL Y ASSEMBL Y TO RM- 1000 .......... 45

A.7.5 ANALYSIS OF POWER SUPPLY BRACKET .......................................................................... 47

TABLESTABLE 2-1 ENVIRONMENTAL QUAUFICATION SUMMARY TABLE FOR 04034101 -001 ........................................ 10

TABLE 3-1 REQUIRED ACCELERATION VALUES FOR HIGH RANGE AREA MONITOR PLANT EQUIPMENT .............. 13

TABLE 3-2 VERTICAL REQUIRED RESPONSE SPECTRUM (BUILDING ARS) ........................................................ 14

TABLE 3-3 HORIZONTAL REQUIRED RESPONSE SPECTRUM (BUILDING ARS) .................................................. 15

TABLE 3-4 REQUIRED ANALYSIS ACCELERATIONS FOR PLANT EQUIPMENT ....................................................... 16

TABLE 3-5 REQUIRED ACCELERATION VALUES (ARS) FOR THE CONTROL ROoM ............................................. 16

TABLE 3-6 REQUIRED RESPONSE SPECTRUM FOR DEVICES ............................................................................ 17

TABLE 3-7 SEISMIC QUAUFICATION SUMMARY TABLE FOR GA-ESI P/N 04034101-001 ................................... 18

TABLE 4-1 HIGH RANGE AREA MONITOR REPLACEMENT SCHEDULE ............................................................... 28

TABLE 5-1 ELECTROMAGNETIC COMPATIBILITY TEST RESULTS FOR RM-1000, I-F CONVERTER, AND RD-23 ....... 30

TABLE A-1 LIST OF EQUIPMENT ANALYZED UNDER SEISMIC CONDITIONS ......................................................... 38

TABLE A-2 REQUIRED ACCELERATIONS FOR GENERIC STRUCTURAL ANALYSIS ............................................... 40

TABLE A-3 GIVEN INFORMATION AND PARAMETERS ......................................................................................... 42

TABLE A-4 POWER SUPPLY ASSEMBLY MASS .................................................................................................. 43

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TABLE A-5 NATURAL FREQUENCY OF THE POWER SUPPLY BRACKET ............................................................. 44

TABLE A-6 ANALYSIS OF SCREWS ATTACHING POWER SUPPLY ASSEMBLY TO NIM BIN .............................. 46

TABLE A-7 ANALYSIS OF POWER SUPPLY BRACKET ................................ ............................................... 48

FIGURES

FIGURE2-1 I-F CONVERTER MODULE ASSEMBLY (04501351-001) ............................................................. 12

FIGURE 3-1 VERTICAL REQUIRED RESPONSE SPECTRUM (ARS) FOR PLANT EQUIPMENT ................................ 14

FIGURE 3-2 HORIZONTAL REQUIRED RESPONSE SPECTRUM (ARS) FOR PLANT EQUIPMENT .......................... 15

FIGURE 3-3 REQUIRED RESPONSE SPECTRUM FOR DEVICES ................................................................... 17

FIGURE 3-4 04508905-QR VERTICAL RESPONSE SPECTRA FOR NIM BIN ASSEMBLY ................................... 22

FIGURE 3-5 04508905-QR HORIZONTAL RESPONSE SPECTRA FOR NIM BIN ASSEMBLY ............................. 23

FIGURE 3-6 E-254-0960 VERTICAL RESPONSE SPECTRA (ARS) FOR RD-23 DETECTOR ............................. 26

FIGURE 3-7 E-254-0960 HORIZONTAL RESPONSE SPECTRA (ARS) FOR RD-23 DETECTOR ....................... 27

FIGURE A-1 POWER SUPPLY ASSEMBLY ANALYSIS .................................................................................. 39

FIGURE A-2 ANALYSIS OF SCREWS ATTACHING POWER SUPPLY ASSEMBLY TO RM-1 000 .............................. 45

FIGURE A-3 ANALYSIS OF POWER SUPPLY BRACKET .......................................................................... 48

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1 INTRODUCTION

This Qualification Basis Report for GA-ESI P/N 04034101-001 High Range Area Monitor

System provides the evaluation and justification to demonstrate the environmental, seismic,

Electromagnetic Compatibility (EMC), and software qualification. This report is a supplement to

the principle report GA-ESI report 04038903-QSR. GA-ESI report 04038903-QSR provides the

following:

" Equipment Description

* Environmental Qualification Requirements

* Seismic Qualification Requirements

3-14 through 3-16 and CEB-SS-5.10 R3, F

* EMC Qualification Requirements

" Software Qualification Requirements

" GA-ESI's Environmental Qual Program

* GA-ESI's Seismic Qual Program

" GA-ESI's EMC Qual Program

" GA-ESI's Software Qual Program

Section 2.7

Sections 3.2 and 3.2.7

Section 3.3 and Figures 3-4 though 3-7 and

igure 3-1.

Section 3.4

Section 3.5

Section 4.2

Section 4.3

Section 4.4

Section 4.5

1.1 ENGINEERING AND COMMERCIAL GRADE ITEM CHANGES THAT AFFECTQUALIFICATION

This qualification report is based on the configuration of the monitor assembly on September 24,

2010.

In addition to qualifying assemblies and components by similarity, changes made to these parts

and systems are reviewed and addressed in this report as follows:

Some parts of the equipment qualified in this report have changes from those like-

numbered parts that were qualified in the reports referenced in this report. All

revisions and changes to parts that are Commercial Grade Items, and were

qualified in the referenced qualification reports, have been evaluated and justified

for qualification equivalency during the normal parts database management

process. This qualification evaluation during parts database change is standard, in

accordance with GA-ESI Operating Procedure OP-4.0-190. Similarly, all revisions

and changes to any subassembly parts that were qualified in the referenced

qualification reports have been evaluated and justified during the standard

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Engineering Change Notice (ECN) process, in accordance with GA-ESI Operating

Procedure OP-4.0-130.

1.2 REPORT CONTENTS

This report consists of the following sections.

Section 1. INTRODUCTION. This section describes the reason for the report, its organization,

identification of the radiation monitors being qualified, and a description of the contents of each

section.

Section 2. ENVIRONMENTAL QUALIFICATION BASIS. This section demonstrates the

environmental qualification of the equipment by similarity to equipment and components

successfully tested to requirements equal to or better than the requirements for the radiation

monitors being supplied.

Section 3. SEISMIC QUALIFICATION BASIS. Section 3 documents the integrity of the monitor

system during seismic conditions. This is accomplished by demonstrating that the Test Response

Spectra for similar equipment envelops the Required Response Spectra for the equipment location

and by analysis.

Section 4 REPLACEMENT SCHEDULE. This section provides the replacement schedule for

components whose life is less than 40 years.

Section 5. ELECTROMAGNETIC COMPATIBILITY QUALIFICATION BASIS: Section 5 describes

the tests conducted to document EMC and reported in GA-ESI document 04038800.

Section 6. SOFTWARE QUALIFICATION BASIS: The Software Qualification Basis section

describes the history of software configuration control and testing in accordance with the

requirements of a 10 CFR Part 50 Appendix A Quality Assurance program. The Verification and

Validation program for the RM-1000 software has been reported in a number of reports which are

identified in the section.

Section 7. REFERENCE DOCUMENTS. This section lists the GA-ESI documents and drawings

referenced in the body of the report.

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2 ENVIRONMENTAL QUALIFICATION BASIS

The environmental qualification of the High Range Area Monitor System, GA-ESI P/N

04034101-001, is based on previously completed qualification tests, GA-ESI design review, and

manufacturers design specifications. The monitor system is Safety Related and required for

Post Accident Monitoring.

2.1 SERVICE CONDITIONS

The High Range Area Monitor Systems are located in several areas of the Watts Bar Unit 2

nuclear power plant. The service conditions in those areas are given in GA-ESI document

04038903-QSR and are summarized below.

* RD-23 High Range Detectors: These detectors are located in the Containment Upper

and Lower Compartment areas. These are Harsh environment areas and the detectors

are required to operate during and after accident conditions. The service conditions

given below are the most severe conditions in the two locations:

Average Temperature:

Abnormal Temperature:

Abnormal Humidity:

Normal Radiation:

Accident Temperature

Accident Pressure:

Accident Humidity:

Accident Radiation:

Post Accident Operating Time:

Chemical Spray: - -

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RM-1000 NIM Bin Assembly and Line Filter: These components are located in the

control room area. The service conditions are:

Average Temperature:

Abnormal Temperature Range:

Abnormal Humidity Range:

Normal Radiation:

2.2 02818905-QSR COMPONENT REVIEW

A review of the High Range Area Monitor System list of materials was made for major

assemblies that were previously environmentally qualified by GA-ESI report 02818905-QSR.

The TVA tag numbers and their representative components were qualified as part of the GA-ESI

report 02818905-QSR. Specifically, the RD-23 detector (GA-ESI P/N 03602062-001), a NIM

Bin assembly (GA-ESI P/N 02810279-001), and an RP-2C module (GA-ESI P/N 02810410-002)

were qualified. The RD-23 detector being qualified is that same as that qualified by 02818905-

QSR and its qualification basis will not be repeated in this report. The RP-2C module has been

replaced by an RM-1 000 and I/F converter and will be qualified by this report.

2.3 QUALIFICATION BASIS

This section describes the basis for the qualification of the High Range Area Monitor System.

The detectors are qualified for a Harsh environment and the Control Room components for a

Mild environment. Therefore, the detectors are qualified for normal, abnormal, accident, and

post-accident service conditions. The Control Room components are qualified for normal and

abnormal service conditions, but they must operate through the accident and post accident

periods in those service conditions.

For Mild environments, GA-ESI type tests computer based assemblies that are designed and

manufactured by GA-ESI to abnormal extremes to demonstrate performance over the

temperature and humidity range that the assemblies may experience in service. Certain other

assemblies, whose performance may be affected by extremes, designed and manufactured by

GA-ESI, are also tested at temperature and humidity extremes. All other components and

assemblies are selected for the generic service conditions and approved through a design

review and commercial grade dedication process (in accordance with GA-ESI procedure OP-

7.3-240). Performance and functionality of the monitor assembly are demonstrated by the final

Acceptance Test Procedure (ATP). A certificate of compliance is provided with the accepted

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assembly. Components and modules that have a life less than 40 years are identified in

Section 4, Replacement Schedule.

For Harsh environments, GA-ESI type tests all components for normal, abnormal, accident, and

post accident service conditions to demonstrate that those components will perform their safety

functions.

The detectors, located in the Upper and Lower Containment Compartment environment, have a

normal radiation total dose greater than GA-ESI levels of qualification. A radiation review of

each part in the assemblies was performed using TVA RIMS report #B43'860721903 as the

basis for qualifying the equipment to higher levels of radiation. The results of that review are

given in GA-ESI report 02818905-QSR.

Environmental Qualification Summary Table 2-1 identifies the assemblies that are qualified by

test and the test article that was utilized to demonstrate that qualification. The subsequent

subsections describe that testing performed for each assembly and compare the test article with

the assembly being qualified.

Table 2-1 Environmental Qualification Summary Table for 04034101-001

Component GA-ESl P/N Test Article Qual Report Qual Section

High Range Area Monitor System 04034101-001

NIM Bin Assembly 04030801-001

RM-1000 w/Relay Interface 04501200-004 04501000-001 04508905-1SP 2.3.1

I-F Converter Module 04501351-003 04506150-001 04508905-2SP 2.3.1

RD-23 Detector 03602062-001 02818905-QSR 2.3.2

2.3.1 RM-1000 and I-F Converter Modules

Similar RM-1000 Module (GA-ESI P/N 04501000-001) and I-F Converter Module (GA-ESI P/N

04506150-001), to the RM-1000 Module (GA-ESI P/N 04501200-004) and I-F Converter Module

(GA-ESI P/N 04501351-003) being qualified, were tested as a unit connected to an

o the extremes of temperature and humidity as reported in 04508905-OR. The

modules being qualified are modifications to the tested modules and are qualified by similarity

by supplement GA-ESI reports 04508905-1SP (RM-1000 Module) and 04508905-2SP (I-F

Converter Module). The difference between the modules reported in the above reports

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(04508905-QR, 04508905-1SP, and -704508905-2SP) and the modules being qualified is the

color of the front panel paint and is judged in-significant.

The RM-1000 and I-F Converter Module test article components with age related failure

mechanisms were age conditioned to near end of life. ••vas performed for

ach from The

applied line voltage was set at and -T The modules met the acceptance criteria. • tests were performed at

with a IThe RM-

1000 and I-F Converter passed all performance tests. The RM-1000 and I-F converter are

considered qualified environmentally.

2.3.1.1 RM-1000 Module

The RM-1000 module (GA-ESI P/N 04501200-004) is similar to the RM-1000 module (GA-ESI

P/N 04501000-001) tested and reported in GA-ESI document 04508905-QR. A detail

comparison between the GA-ESI P/N 04501200-001 & -002 (P/N 04501200-004 is the same

except paint color) and GA-ESI P/N 04501000-001 is provided in GA-ESI document 04508905-

1SP (Supplement 1). The significant differences are listed below:

" The The original

Mis no longer available.

* The Keypad/Display Printed Wiring Assembly (PWA)

" The CPU

" The Output PWA was changed to accommodate the new

voltage of as required by the original

The RM-1000 Planar display (GA-ESI P/N 50016021-001) is similar to the RM-2000

display unit. The new display module is the same manufacturer and model series as the RM-

2000 display. The only difference is size where the RM-1000 display is smaller than the RM-

2000. Both displays are Safety Related, Class 1E and Seismic Category I qualified.

2.3.1.2 I-F Converter Module

The I-F Converter module (GA-ESI P/N 04501351-003) is similar to the I-F Converter module

(GA-ESI P/N 04501301-001) tested and reported in GA-ESI document 04508905-OR. The

differences between GA-ESI P/N 04501301-001 and GA-ESI P/N 04501351-001 & -002 (P/N

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04501351-003 is the same except paint color) as provided in GA-ESI document 04508905-2SP

(Supplement 2) are:

* The external enclosure. A standard • is used for GA-ESI P/N 04501351-003 in

place of base used for GA-ESI P/N 04501301-001.

" The connectors mounting location. The same connectors are used for both modules. The

is on the whereas the GA-ESI P/N

04501301-001 connector mounting is on the cover of the metal box.

" The wiring length. The wiring for the to the connectors is

the= for the GA-ESI P/N 04501301-001 module.

Connector JA is for the signal connector from the RD-23A detector and connector J3 is for the

output signal from the I-F Converter to the RM-1000.

_o the I-F Converter (from the RM-1000).

2.3.2 RD-23 Detectors

The RD-23 detectors (GA-ESI P/N 03602062-001) are qualified for a Harsh environment and

post accident monitoring. Refer to GA-ESI report 02818905-QSR for qualification basis.

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3 SEISMIC QUALIFICATION BASISThe seismic qualification of the High Range Area Monitor System, GA-ESI P/N 04034101-001,

is based on previously completed seismic tests and analysis. This section describes the basis

for the seismic qualification. The monitor is Seismic Category I.

3.1 SEISMIC REQUIREMENTS

The High Range Area Monitor System is safety related and is required to operate during or after

an earthquake. For qualification by random is used to

ensure that the Test Response Spectra envelopes the Required Response Spectra. For

analysis the values of ZPA and peak acceleration shall be based on

3.1.1 Plant Equipment Seismic Requirements

The requirements for the seismic qualification of the High Range Area Monitor RD-23 detector

located in the plant are found in GA-ESI document 04038903-QSR, Figures 3-4 through 3-7.

The ZPA and peak acceleration values for plant equipment are given in Table 3-1. The values

provided in Table 3-1 represent the highest accelerations of both the Upper and Lower

Containment Compartments. East-West spectra were provided by the customers Figure

C1.180. Since the detector is attached to the building walls, the ARS defines the RRS.

Table 3-1 Required Acceleration Values for High Range Area Monitor Plant Equipment

Parameter Vertical North-South East-West-

Testing

Zero Period Acceleration (ZPA) - g's

= Acceleration - g's

Analysls•

Zero Period Acceleration - g's

Peak Acceleration - g's

For comparison of the Test Response Spectra (TRS) with the Required Response Spectra

(RRS) a simplified RRS curve is constructed using the information given in GA-ESI document

04038903-QSR Figures 3-4 through 3-7 and Table 3-1, as follows. The governing North-South

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spectra provided in GA-ESI document 04038903-QSR envelopes the East-West spectra

provided by the customer.

* Vertical: The spectrum given in GA-ESI document 04038903-QSR Figure 3-4 and 3-6

are to envelope the RRS shown in those figures. The vertical

RRS is shown in Figure 3-1 (Data in Table 3-2).

* Horizontal: The spectra given in GA-ESI document 04038903-QSR Figures 3-5 and 3-

7 are broadened, and simplified to envelope the north-south RRS in those figures. The

horizontal RRS is shown in Figure 3-2 (Data in Table 3-3).

Vertical Required ResponseSpectrum

--

*10

0.1

1 10 100 1000

Frequency, Hertz

Figure 3-1 Vertical Required Response Spectrum (ARS) for Plant Equipment

Table 3-2 Vertical Required Response Spectrum (Building ARS)

TIME PERIOD FREQUENCY ACCELERATION(SEC.) (Hz) (G's

1.000 1 0.25

0.556 1.8 0.42

0.323 3.1 0.42

0.167 6 1.7

0.125 8 1.7

0.100 10 0.95

0.048 21 0.95

0.025 40 0.34

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Horizontal Required ResponseSpectrum

10

F u n41T 4~j~~ -~j~r l

1 10 100 1000

Frequency, Hertz

Figure 3-2 Horizontal Required Response Spectrum (ARS) for Plant Equipment

Table 3-3 Horizontal Required Response Spectrum (Building ARS)

TIME PERIOD FREQUENCY ACCELERATION(SEC.) (Hz) (G's)

1.000 1 0.45

0.333 3 1.2

0.200 5 6.4

0.167 6 6.4

0.083 12 1.6

0.025 40 1.04

For analyzing structural and support elements the values given in Table 3-1 are modified by

multiplying the peak and ZPA values by 0 Peak values times 0 are used if the natural

frequency of the element being analyzed is not calculated or the natural frequency is in the

dynamic range (< 33 Hz). ZPA values times Ws conservatively used if the natural frequency

is calculated and is in the rigid range (> 33 Hz). The required accelerations are calculated

directly from the Table 3- Table 3-4 provides the required accelerations

for analysis.

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Table 3-4 Required Analysis Accelerations for Plant Equipment

Analysis Method Vertical

Acceleration

g's

Max Horizontal

Acceleration

g's

*1*-

Natural Frequency not Calculated or in the DynamicRange

Natural Frequency Calculated and in Rigid Range

3.1.2 Seismic Requirements for Control Room and Devices

The requirements for the seismic qualification of the High Range Area Monitor equipment

located on the control room floor and walls (ARS) are found in GA-ESI document 04038903-

QSR, Figures 3-14, 3-15, and 3-16. The ZPA and peak acceleration values for the ARS are

given in Table 3-5.

Table 3-5 Required Acceleration Values (ARS) for the Control Room

Parameter Vertical North-South East-West

Testing

Zero Period Acceleration (ZPA) - g's

Peak Acceleration - g's

Analysiss)

Zero Period Acceleration - g's

Peak Acceleration - g's

For qualification by testing, the Required Response Spectra (RRS) for devices is constructed

using the information given in CEB-SS-5.10 Rev. 3, Figure 3.1. This figure is used for testing

individual parts. This RRS is shown in Figure 3-3 (Data in Table 3-6). Figures 3-4 and 3-5

show that this RRS is enveloped by the TRS of the RM-1000 and the NIM Bin assembly.

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Table 3-6 Required Response Spectrum for Devices

3.2 COMPONENT REVIEW

A review of the High Range Area Monitor System list of materials was made for major

assemblies that were previously seismically qualified by GA-ESI report E-115-0459. Major

assemblies for this monitor have not been qualified by GA-ESI report E-1 15-0459, therefore,

this qualification basis is for all assemblies and components.

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3.3 QUALIFICATION BASIS

This section describes the basis for the seismic qualification of the High Range Area Monitor

System. The monitor system is qualified as seismic Category I and is required to be functional

during and after a seismic event.

GA-ESI seismically qualifies radiation monitoring systems by test and structurally by analysis.

Generally, components and assemblies that are tested are tested functionally as well as

ensuring the seismic adequacy of the structure. GA-ESI has tested the radiation monitoring

systems using test methods. Conservative analysis is

performed

in

GA-ESI document 04038903-QSR.

The Seismic Qualification Summary Table 3-7 identifies the assemblies that are qualified by test

or analysis. The test article that was utilized to demonstrate qualification is provided as well as

the test report. The subsequent subsections describe the testing or analysis for each assembly

and compare the test article or the structure analyzed with the assembly being qualified.

Table 3-7 Seismic Qualification Summary Table for GA-ESI P/N 04034101-001

Component GA-ESI P/N Test Test Article Qual Qual

Component Report Section

High Range Area Monitor 04034101-001

NIM Bin Assembly 04030801-001 04500801-001 04500801-001 04508905-OR 3.3.1

NIM Bin Assembly Frame 04502001-004 04502001-001 04502001-001 04508905-OR 3.3.1.1

RM-1000 w/relay Interface Board 04501200-004 04501000-001 04501000-001 04508905-iSP 3.3.1.2

I-F Converter Module 04501351-003 04506150-001 04506150-001 04508905-2SP 3.3.1.2

Power Supply w/Bracket 04500850-001 04038903-7SP 3.3.1.3(analysis)

Power Supply 04502050-001 04502005-001 04500801-001 04508905-QR 3.3.1.4

Line Filter 50015790-001 04438901-QSR, 3.3.2Appendix A(Analysis)

RD-23 Detector 03602062-001 03602062-001 03602062-001 E-254-0960 3.3.3

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3.3.1 NIM Bin Assembly

The Control Room NIM Bin Assembly (GA-ESI P/N 04030801-001) contains RM-1000 and I-F

Converter Modules as well as the power supply assembly. The components are qualified

individually by test and analyses of similar components discussed in the following subsections.

The NIM Bin Assembly is similar to the NIM Bin Assembly used for the qualification testing of

the original 24 volt power supply, the RM-1 000 and the I-F Converter Modules.

3.3.1.1 NIM Bin Assembly Frame

The NIM Bin Assembly frame (GA-ESI P/N 04030801-001) is an all metal structural support for the

RM-1000 module, the I-F Converter Module, and 24 volts DC power supply and, therefore,

requires seismic qualification. The NIM Bin Assembly frame is similar to the tested NIM Bin

Assembly Frame (GA-ESI P/N 04502001-001). The test article with the subassemblies installed

was tested seismically as reported in GA-ESI document 04508905-QR. The RM-1000 NIM Bin

Assembly was subjected and

Shutdown Earthquakes (SSE).

and The Test Response Spectra (TRS)

for a typical SSE in the X-Y plane are shown in Figures 3-4 and 3-5. The RM-1000 NIM Bin

Assembly and its mounting hardware successfully passed this testing. The assembly frame is

considered qualified.

3.3.1.2 RM-1000 Modules

The RM-1000 module (SE P/N 04501200-004) is similar to the RM-1000 modules tested (GA-ESI

P/N 04501000-001) and reported in GA-ESI document 04508905-OR and 04508905-1SP. GA-

ESI report 04508905-1SP provides a similarity analysis. The RM-1000 modules limited life

components were age conditioned prior to performing these tests.

Following the environmental qualification test, the RM-1000 Module was given a seismic

qualification test as reported in GA-ESI document 04508905-QR. A pre-seismic functional test was

performed on RM-1 000 module.

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The modules passed the functional test.

The RM-1000 modules were placed in a power up and test condition. Selected closed contacts of

the alarm relays were monitored for chatter throughout the tests. A current and voltage analog

output from each module was monitored throughout the test.

The modules were subjected to as described in Section

3.3.1.1. The typical TRSs are shown in Figures 3-4 and 3-5. The relays did not chatter and there

was no loss of analog signal throughout the testing.

Following the seismic testing the modules were given a post-seismic functional test. The RM-1000

modules passed the test and are considered seismically qualified.

3.3.1.3 I-F Converter Modules

The I-F Converter Module (GA-ESI P/N 04501351-001) is similar to the tested I-F Converter

(GA-ESI P/N 04506150-001) and reported in GA-ESI document 04508905-QR. The similarity

analysis for the I-F Converter Module is provided in GA-ESI report 04508905-2SP.

Following the environmental qualification test, the I-F Converter Module was given a seismic

qualification test as reported in GA-ESI document 04508905-QR. A pre-seismic functional test was

performed.

The modules passed the functional test.

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The I-F Converter Module was subjected to the same seismic testing as the RM-1000 Modules.

The I-F Converter Module remained functional during those tests. The TRS versus RRS curves

for the tests are shown in Figures 3-4 and 3-5. The module passed a post seismic functional

test and is considered qualified. The figures show that the TRS fully enveloped the RRS (CEB-

SS-5.10 Rev. 3, Figure 3-1) shown in Figure 3-3.

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3.3.1.4 Power Supply Bracket

The Power Supply Bracket (GA-ESI P/N 04502017-001 and -002) and its bolt mounting are

analyzed in Appendix A using the calculated weight and analyzed at in all directions.

The analyses show that the stress levels of the bracket assembly are within the allowable

stresses for both the GA-ESI generic and TVA specific cases. The power supply bracket is

considered seismically adequate and qualified.

3.3.1.5 Power Supply

The 24 Volt Power Supply (GA-ESI P/N 04502050-001) is attached to the bracket qualified in

3.3.1.4 and to the back of the NIM Bin Assembly and provides power to the RM-1000 and I-F

Converter Modules. The power supply is a replacement power supply for the originally tested

power supply (GA-ESI P/N 04502005-001). GA-ESI document 04508905-QR demonstrates

that the replacement power supply is similar to the test article, since they are by the same

manufacturer and model series. The replacement power supply has a higher current rating and,

therefore, slightly heavier. The Technical Evaluation further demonstrates that the slightly

greater weight does not affect the seismic qualification.

The original power supply (test article) parts that had age related failure mechanisms (aluminum

electrolytic capacitors, transformer, coils, and wire) were age conditioned as described in GA-

ESI document 04508905-QR. The age conditioned parts were then assembled into the two

power supplies that were mounted on the rear of the NIM Bin Assembly Frame and provided

power to the RM-1000 processor modules being qualified. Sections 3.3.1.1, 3.3.1.2, and 3.3.1.3

described the tests performed. The low voltage power supply is considered seismically

qualified.

3.3.2 Line Filter

The separately provided line filter is qualified by analysis described in GA-ESI document

04438901-QSR, Appendix A7. The line filter is an

It is consider rigid and, Pereore, LP1aceleraion levels pusmargin are used for the analysis. The accelerations used ar in all three axes. These

are much greater than the accelerations required to meet - rol Room panel seismic

requirements (Figure 3-3). The maximum principal stresses in the fasteners are

__ These are well within the TVA stress allowable.

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3.3.3 RD-23 Detector

The RD-23 Detector (GA-ESI P/N 03602062-001) is the same detector as the tested RD-23

Detector reported in GA-ESI report E-254-0960. The seismic tests were Mwith the test

article attached rigidly to the shake table in the same configuration as the unit being qualified

would be in the field. There wasn't any amplification between the shake table and the mounting

location. An RP-2C Module was connected to the RD-23 detector throughout the testing and a

= output from the detector was used during the testing to verify

operation. The test article was given 0 Operating Basis Earthquake (OBE) tests and 0

Safe Shutdown Earthquake (SSE) test then rotated f and the test sequence repeated.

Figures 3-6 and 3-7 shows the accelerometer response at the detector and compares the fSTest Response Spectra (TRS) to the Required Response Spectra (RRS). The test

article remained intact and functional throughout the testing and is considered qualified. The

detector passed a post seismic functional test and is considered qualified.

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WYLE LABORATORIES

CUSTOMER 6-4' fC

Report No. 58567

Job No. . Page No. 5,

Pull Scale /operator --

Date /M

Accel. No. S_____

Specimen . rkIa2irftc

Damping 123r

Control C ) Response

Err __

Axis of Teat A-V

RESPONSE SPECTRUM2 a 4 ISa a 4 8 67 I t oo p 1 a If aI 'i 4 IA B J lIIq,

/,

'p

m0_ .,o.....

•iTRS 5% DAMPING II

I 4m

D I

I a

I

7?fII ,tttli r ,r fQin Effio. f~lA flift~me I'tff'ffl"lfff-M ht-il

'I

. 1 1. 1 1 1 -01 1-1. 1 1 1 1 1 ý K3 0 KOL FNAKAM KIý-

11 H............ ...........

....... .. ............. ......

.............. .......... ......

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i i i iisim i F i H

I I t j4111f

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61

a

I22

I10 I I IFRQUENCY Hz

Figure 3-7 E-254-0960 Horizontal Response Spectra (ARS) for RD-23 Detector

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4 REPLACEMENT SCHEDULE

The replacement schedule for components that contain parts with significant aging mechanisms

is provided in this section. The replacement schedules provided in Table 4-1 are based on an

Lifetime for components in enclosures include an

A dash entry indicates a higher-level assembly that does not

require replacement but contains the component to be replaced. The individual components to

be replaced are listed with a qualified life in years.

Table 4-1 High Range Area Monitor Replacement Schedule

Component GA-ESI P/N Life @ 86°F Notes

Years

High Range Area Monitor 04034101-001 ---

NIM Sin Assembly 04030801-001 ---

RM-1 000 Module Assembly 04501200-004 ---

Front Plate Assembly 04501260-001

Keypad/Display PWA 04503070-001 ...

Keypad 87YY3616A-534

Gas Plasma Display 50016021-001

Output PWA 04503080-001

Display/Keypad Cable 04502018-002Assembly

24 Volt Power Supply 04502050-001

Notes:

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5 EMC QUALIFICATION BASIS

This section demonstrates that GA-ESI P/N 04034101-001 (High Range Area Monitor System)

is Electromagnetic Compatibility (EMC) qualified for operation in an industrial environment

similar to that found at TVA's Watt Bar Unit 2. The EMC qualification basis is established by

demonstrating that GA-ESI's EMC qualification tests on the radiation monitoring systems meets

the intent of the requirements for replacement radiation monitors.

The High Range Area Monitor System consists of

The Customer Connection Diagram (GA-ESI drawing 04034120) shows the major components

of the system as well as their electrical interconnections. The following subsections describe

the EMC Qualification Basis for the system as a whole; the NIM Bin Assembly consisting of the

RM-1000 Module, the I-F Converter Module, and the associated power supply; the RD-23

Detector; and the power line filter.

5.1 MONITOR SYSTEM QUALIFICATION BASIS

The monitor system uses the latest technology and components developed and tested to

ensure Electromagnetic Compatibility. have

been added to power input circuits and components that could generate noise, such as relays.

Tests have been conducted individually, using the latest standards available at the time, on the

radiation monitor's microprocessor and their associated detector.

GA-ESI has performed the tests on a Echannel RM-1000 radiation monitoring system the

configuration of which is shown in GA-ESI drawing 04509000 System Installation Configuration,

RFI/EMI Test, RM-1000 the results of which are issued in GA-ESI report 04038800, RM-1000

EMC Test Report, TVA and 04509050, RM-1000 EMC Test Report. The equipment tested used

an RM-1000 microprocessor radiation monitor Display/Control NIM Bin Assembly, an I-F

Converter, line filter, and an RD-23 detector. The monitor system being qualified is the same as

the monitor system tested and includes ECO-1 7656 modifications to ensure EMC compliance.

Table 5-1 lists the results for the tests performed, demonstrating that the tested radiation

monitoring system meets the intent of the requirements of TVA specification SS E18.14.01

Revision 3. The subsections that follow the table discuss results that require additional

explanation.

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Table 5-1 Electromagnetic Compatibility Test Results for RM-1 000, I-F Converter, and RD-23

Test Method Parameter TVA Requirement Results Section

Low Frequency Radiated Evaluate Frequency M 5.2.1

Susceptibility

High Frequency Radiated IEC 1000-4-3 Frequency 5.2.2

Susceptibility Amplitude **Low Frequency Conducted MIL-STD-461 D Frequency 5.3

Susceptibility (CS-1 01) Amplitude

High Frequency IEC 1000-4-6 Frequency 5.3.1

Conducted Susceptibility Amplitude

Surge Susceptibility IEC 1000-4-5 Test Level M

Impulse and Burst of IEC 1000-4-4 Test Level M 5.4

Impulses Susceptibility -E-Electrostatic Discharge IEC 1000-4-2 Contact MO

Air -EN

Radiated Emissions CENELEC Emission M 5.5

EN 55011

Group 1 Class

A

Conducted Emissions MIL-STD-461D Emission M 5.6

CE-102

5.2 RADIATED SUSCEPTIBILITY

TVA specification SS E18.14.01 R3 section 8.1 specifies the requirements to demonstrate the

equipment is not susceptible to low and high frequency radiated electromagnetic fields. The

frequency range specified is from This is divided into a low frequency range

fromr and a high frequency range from Each will be

discussed separately in the following subsections.

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5.2.1 Low Frequency Radiated Susceptibility

The low frequency electromagnetic fields found in control room area generally

Such is the case with the RM-1000, I-F Converter, power

supply, and line filter. They are installed i

The cable to the RD-23 is required to be installed in

and the RD-23 detector As further evidence that the

RM-1000 and I-F Converter are a

test was conducted as part of the EMC testing reported in GA-ESI report

04038800 in accordance with IEC 61000-4-8. A was swept

across the surface of the no susceptibilities found. The

High Range Area Monitor System is considered acceptable.

5.2.2 High Frequency Radiated Susceptibility

1 sets of tests demonstrate compliance with TVA specification SS E18.14.01 R3 section

8.1. The first test was conducted using ag detector and an RM-1000. In this case an

I-F Converter is not required and the pulses from the ietector are essentially the

same as theg from the I-F Converter. The EUT was subjected to af lfrom and from with sine wave modulation frequency of

and a ffrom the surface. The RM-1000 passed this test.

The second test was conducted using an RM-1000, I-F Converter, and an RD-23 ion chamber

detector. The EUT was subjected to a and from

with sine wave modulation frequency of and a distance of *surface. The RM-1000 and I-F Converter passed this test.

The third test was conducted with the same configuration as the second test. The EUT was

subjected to a with sine wave

and a from the surface. The RM-1 000 and I-F

Converter passed this test.

The above demonstrates that the RM-1000 is not susceptible to electric field strengths of Eand the I-F Converter from I-F Converter is not

susceptible to electric field strengths ofE g The I-F Converter has not

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been tested at

5.3 CONDUCTED SUSCEPTIBILITY

The conducted susceptibility tests are divided into low frequency and high frequency tests. The

low frequency tests were conducted on the AC power lines without problems and passed the

requirements. The high frequency conducted susceptibility tests were run at • for the

RM-1000, I-F Converter, and the RD-23 ion chamber on the cables identified in the report

without problems. The TUV report does not include this test; however, it is reported in GA-ESI

report 04038800 section 7.A.

The RM-1000, I-F Converter, and RD-23 area monitor

system is considered to have passed this test at rms.

5.4 IMPULSE AND BURST IMPULSE SUSCEPTIBILITY

Electrical Fast Transient tests were conducted in accordance with IEC 1000-4-4 (IEC 801, part

4). The power lead test passed a= with the addition o on the

high voltage and signal leads to the RD-23 and is considered acceptable. The data cables were

tested attM. The tests were and all passed successfully

which corresponds to IEC 1000-4-4 severity level I and is consider appropriate for a "typical

industrial environment' such as a power plant. Evaluation is required to ensure that= on

data lines is within actual plant conditions.

5.5 RADIATED EMISSIONS

Tests were conducted in accordance with CENELEC EN 55011 Group 1, Class A from

Emissions were less than • over the frequency range with the

addition of cables. This is well below the EPRI TR-102323 Figure 7.4

requirements and is considered acceptable.

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5.6 CONDUCTED EMISSIONS

Tests were conducted in accordance with MIL-STD-461D CE-102 from 10 kHz to 400 MHz on

each power line conductor. Emissions were well below Figure 7.2 of EPRI TR-102323 for

'Highest Composite Plant Emissions Envelope' and conducted emissions are considered

acceptable.

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6 SOFTWARE QUALIFICATION BASISThe RM-1000 software has been thoroughly Verified & Validated to the latest standards

available in 1998. Version 1.2 was approved for use in similar monitors delivered to Browns

Ferry Plant, based on TVA Specification SS-E18.15.01, Rev. 3.

Software Qualification for the TVA Replacement Radiation Monitors is based on the

requirements described in GA-ESI document 04038903-QSR section 3.5 for software

developed under a 10 CFR 50 Appendix B program. The qualification demonstrates that the

software V&V program meets the intent of RG1.152-2005 by describing the requested

information in TVA specification SS-E18.15.01, Rev. 3 section 5.2.

GA-ESI's software qualification program is in accordance with 10CFR 50 Appendix B. Formal

configuration control and error reporting fully meet the requirements of 10CFR50 Appendix B as

well as 10CFR Part 21.

In the late 1990s, during the development of the RM-1000 Radiation Monitor, a formal

verification and validation program was completed to demonstrate that the RM-1000 meets all

regulatory and standards for safety related digital microprocessors. The standards and

regulatory documents used for this V&V program were:

* NRC Regulatory Guides: RG-1.152 R1(Jan 1996) and RG-1.153 R1(Jun 1996)

* ANSI/IEEE-ANS: 7-4.3.2-1982

* ANSI/ANS: 10.4-1987

0 ANSI/IEEE: 610.12-1990, 730.1-1989, 828-1990, 830-1984, 1012-1986,

1016-1987, 1028-1988, 1042-1987, and 1063-1987.

* IEC: 323-1.974

* EPRI: TR-102348 (March 1993), TR-102323 (Sept 1994)

The results of the V&V are reported in the following GA-ESI documents.

* 04507000 RM-1000 System Requirements Specification

0 04507001 RM-1000 Software Requirements Specification

* 04507006 RM-1000 System Test Procedure Specification

* 04507007-1 TR RM-100OSystem Verification Test Results

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* 04507040

* 04507042

* 04507043

* 04507047

* 04508903-1TR

• 04508904

RM-1 000 System Test Plan / Test Design Specification

RM-1000 Software Verification and Validation Plan

RM-1000 Computer Program Development Plan

RM-1000 Software Quality Assurance Plan

Seismic Qualification Test Results

Functional Test Procedure for RM-1 000 and I/F Converter

These reports demonstrate that the RM-1000 Radiation Monitoring System software meets the

requirements for verification and validation of safety related software.

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7 REFERENCE DOCUMENTS

GA-ESI DRAWINGS

04034100

04034101

04034120

OUTLINE, HIGH RANGE AREA MONITOR SYSTEM

HIGH RANGE AREA MONITOR SYSTEM

CUSTOMER CONNECTION DIAGRAM, HIGH RANGE AREA MONITOR

SYSTEM

GA-ESI DOCUMENTS

02818905-QSR

04038800

04238905-QSR

04507000

04507001

04507006

04507007-1 TR

04507040

04507042

04507043

04507047

04508903-1TR

04508904

04508905-OR

04508905-1S P

04508905-2SP

ENVIRONMENTAL QUALIFICATION SUMMARY REPORT FOR CLASS 1E

EQUIPMENT FOR WATTS BAR UNITS 1 & 2

RM-1000 EMC TEST REPORT, TVA

ENVIRONMENTAL QUALIFICATION SUMMARY REPORT FOR CONTAINMENT

ATMOSPHERE, R-1 1/12

RM-1000 SYSTEM REQUIREMENTS SPECIFICATION

RM-1000 SOFTWARE REQUIREMENTS SPECIFICATION

RM-1000 SYSTEM TEST PROCEDURE SPECIFICATION

RM-1000 SYSTEM VERIFICATION TEST RESULTS

RM-1000 SYSTEM TEST PLAN /TEST DESIGN SPECIFICATION

RM-1000 SOFTWARE VERIFICATION AND VALIDATION PLAN

RM-1000 COMPUTER PROGRAM DEVELOPMENT PLAN

RM-1000 SOFTWARE QUALITY ASSURANCE PLAN

SEISMIC QUALIFICATION TEST RESULTS

FUNCTIONAL TEST PROCEDURE FOR RM-1 000 AND I/F CONVERTER

QUALIFICATION TEST REPORT FOR RM-1000 PROCESSOR MODULE AND

CURRENT-TO-FREQUENCY CONVERTER

SUPPLEMENT TO QUALIFICATION TEST REPORT FOR RM-1000 PROCESSOR

MODULE AND CURRENT-TO-FREQUENCY CONVERTER

SUPPLEMENT TO QUALIFICATION TEST REPORT FOR RM-1000 PROCESSOR

MODULE AND CURRENT-TO-FREQUENCY CONVERTER

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E-254-0960

04038903-QSR

04238908

OP-4.0-130

OP-4.0-190

TEST REPORT CLASS 1E DESIGN QUALIFICATION TESTING OF ANALOG

HIGH RANGE RADIATION MONITOR (RD-23, RP-2C, RP-23, AND RP-20-01)

QUALIFICATION SUMMARY REPORT FOR WATTS BAR NUCLEAR PLANT

UNIT 2 REPLACEMENT RADIATION MONITORS

SURGE PROTECTOR/FILTER SEISMIC ANALYSIS

ENGINEERING CHANGE ORDERS

MAINTENANCE OF THE ESI DATA BASE

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APPENDIX A POWER SUPPLY ASSEMBLY ANALYSIS

A.1 INTRODUCTION

This appendix analyzes the RM-1000 NIM Bin Power Supply Assembly to demonstrate that it

will maintain structural integrity during an earthquake at the Watts Bar Unit 2 Nuclear Power

Plant.

A.2 APPLICABLE DOCUMENTS

04500850 POWER SUPPLY ASSEMBLY, 24V

BRACKET, POWER SUPPLY, 24V04502017

04502050-001

CEB-SS-5.10 R3

POWER SUPPLY, 24V

TVA SPECIFICATION FOR SEISMIC QUALIFICATION

OF ELECTRICAL, MECHANICAL, AND I&C DEVICES

A.3 EQUIPMENT DESCRIPTION

Table A-1 lists the analysis performed and its associated subsection for the power supply

assembly. The worst case condition is the stress on the four screws attaching the power supply

assembly to the back of the RM-1000 NIM Bin module. The natural frequency of the power

supply bracket is calculated as well as the highest stress bracket cross section. The four

screws attaching the terminal block/fuse assembly to the bracket have much less stress than

the four screws being analyzed. They are the same size and hold much less weight. Figure A-

1 shows the power supply assembly and identifies the locations being analyzed.

Table A-1 List of Equipment Analyzed under Seismic Conditions

Equipment GA-ESI P/N Type of Analysis AppendixSection

Power Supply Assembly 04500850-001 Natural frequency of the power supply A7.3bracket

Analysis of screws attaching the power A7.4supply assembly to the back of the RM-1000 module.

Analysis of the bracket cross section A7T5

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A.4 METHOD

GA-ESI's seismic analyses use the following conservative approach. The natural frequency of the

component being analyzed is determined, if feasible. Components in the rigid range (natural

frequencies greater than 33 hertz) use the Zero Period Acceleration (ZPA) times to provide

margin. If the natural frequency of the component being analyzed cannot be determined, the peak

acceleration found for the appropriate damping level on the RRS (ARS), plus any amplification,

multiplied by 0 is used. The result, of the method used, is the acceleration of the mass

concentrated at its center of gravity.

Power Supply Assembly is attached to the back of the NIM Bin module installed in the Control

Room panel which has high g low frequency accelerations in all directions. Therefore, the seismic

analysis uses the maximum acceleration shown in Figure 3-3 of = from • with a

multiplication factor of N for multimodal considerations.

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The frequency analysis for the Power Supply bracket

A.7.3 shows that the

acceleration shown in Figure 3-3 of = with a multij

analysis.

-in Sectionlowever the maximum

is used for the bracketplication factor of

Seismic forces (plus weight) are independently applied to the center of mass in the three

orthogonal axes that produce the highest stress in the part. The tensile and shear stresses are

calculated for each reaction. Stresses of the same type are combined using either the root of the

sum of their squares or their sum, if acting in the same direction. The maximum shear and tensile

stresses are then calculated and compared to the material allowable stresses.

In cases where a single RRS (ARS) is specified for the horizontal axis, the acceleration may be

taken as the maximum acceleration acting in one direction. The components can be analyzed for

the maximum acceleration acting separately in the x axis, the z axis, and at a 45 degree angle with

the x and z axis.

The analyses are performed using Microsoft Excel.

A.5 ACCEPTANCE CRITERIA

A.5.1 GA-ESI ACCEPTANCE CRITERIA

GA-ESI has established acceptance criteria for generic analysis of structural elements of radiation

monitoring system in order to use the analysis for most customer seismic conditions. These criteria

are conservative using generic RRS curves established for generic qualification testing. GA-ESI's

RRS are based on • and the accelerations used are given in Table A-2.

Table A-2 Required Accelerations for Generic Structural Analysis

Analysis Method Vertical Horizontal

Acceleration Acceleration

g's g's

Natural Frequency not Calculated or in the DynamicRange

Natural Frequency Calculated and in Rigid Range

Cabinet Dynamic Accelerations a x Figure 3-3)

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GA-ESI uses the following conservative allowable stress relationships.

1. Total maximum allowable principal tensile stress is M times the yield strength of the

material.

2. Total maximum allowable principal shear stress is M imes the yield strength of the

material.

A.5.2 ALLOWABLE BOLT STRESS CALCULATIONS

The allowable stresses for ductile materials for non-pressure boundary members, welds, and

threaded fasteners are given by GA-ESI document 04038903-QSR:

a. Pure Shear:

b. Pure Tension

Where Su = minimum ultimate tensile strength

= applied shear stress

d tensile stress

A.6 CONCLUSIONS

The analyses, of the equipment listed in Table A-i, demonstrate that the equipment's design is

adequate and meets the acceptance criteria for both GA-ESI Generic and TVA Control Room

applications.

A.7 STRUCTURAL INTEGRITY ANALYSIS

The following subsections demonstrate the structural integrity of the equipment listed in Table

A-i. The subsections are organized as follows:

* A7.1 Given information and parameters

* A7.2 Calculation of the mass of the bracket and attached components

* A7.3 Calculation of the power supply bracket natural frequency

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* A7.4

* A7.5

Analysis of screws attaching the bracket to the RM-1000 module

Analysis of power supply bracket

A.7.1 GIVEN INFORMATION AND PARAMETERS

Table A-3 provides information regarding the strength of the materials being analyzed and the

seismic accelerations to be used for the analyses. Note: for the generic analysis the horizontal

acceleration is resolved to an x-axis and z-axis component by taking its RMS value at a 45

degree angle.

Table A-3 Given Information and Parameters

DESCRIPTION VARIABLE VALUE UNITS NOTES

Vertical Acceleration av g's 1

Horizontal Acceleration ah g's 1

Screw (ASTM A581-75 303SS) yield Sy-screw psi 2

Screw (ASTM A581-75 303SS) tensile St-screw psi 2, 3

Bracket Material (300 series SS) yield Sy-bracket psi 2, 3

Bracket Material (300 series SS) tensile St-bracket psi 2

Screw Area (6-32UNC-2A) Ascrw sq in 2

Notes:

1. Natural frequency calculated and in the rigid range,

2. Standard Handbook for Mechanical Engineers 7 th edition

3. Lowest tensile and yield for all 300 series SS.

A.7.2 POWER SUPPLY ASSEMBLY MASS

Table A-4 is a list of the power supply assembly parts and the components that are attached to

the power supply bracket and their masses. The calculation of the mass of the power supply

assembly and its components is basis on known weights, calculated weights, and conservative

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estimates for items where weights were not found. A • has been added for

miscellaneous items and unknown weights.

Table A-4 Power Supply Assembly Mass

Description GA-ESI P/N Weight Units Notes

Power Supply Bracket 04502017-001 lbs 1

Power Supply Plate 04502017-002 lbs 1

Power Supply 04502050-001 - lbs 2

Fuse holder 50004078-001 lbs 3

Fuse 50008728-001 lbs 3

Terminal Block, 6 pos 50015642-001 lbs 3

Hardware (screws, washers, retainers) Various lbs 3

Wire Various - lbs 3

Margin (10%) --- lbs

Total m, w lbs

Notes:

2.

3.-

A.7.3 NATURAL FREQUENCY OF THE POWER SUPPLY BRACKET

Table A-5 analyzes the natural frequency of the power supply bracket. The up-down direction is

0therefore, the side-to-side direction is analyzed for

the first natural frequency. The power supply is

Ifrequency. The power supply is considered

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Table A-5 Natural Frequency of the Power Supply Bracket

Description Formula Value Units Notes

Modulus of Elasticity 303 SS E psi 2

Moment of Inertia m_

Graviational Acceleration g in/sec 2

End Load W lbs

Length of the bracket 1 K in

Weight of bracket per inch W lbs/in

Natural Frequency Hz 3

Notes:

1. The natural frequency is calculated in the

2.

3.

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A.7.4 ANALYSIS OF SCREWS ATTACHING POWER SUPPLY ASSEMBLY TO RM-1000

This subsection analyzes the screws that attach the power supply assembly to the back of the

RM-1000 NIM Bin. The analysis is performed using the TVA accelerations which are similar to

the GA-ESI generic accelerations for the same location. The analysis, shown in Table A-6,

includes both GA-ESI and TVA allowable stresses. Figure A-2 shows the power supply

assembly, the center of mass, and forces acting on the center of mass and screws.

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Table A-6 Analysis of Screws Attaching Power Supply Assembly to NIM Bin

Description Formula Value Units Notes

x dimension X in

y Dimension K in

Y

y Distance between screws K in

z Distance between screws II in

Force x and Reaction x lbf

Force y and Reaction y lbf

Force z and Reaction z - lbf

Moment x

Moment y

Moment z

in-lbs

= in-lbs I

Iuin-ibs

Tensile force on each screw lbf

Tensile Stress on each screw psi

Shear force on each screw lbf

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Description Formula Value Units Notes

Shear Stress on each screw psi

Combined Maximum Tensile psiStress

Combined Maximum Shear psi

GA-ESI Generic Tensile - psiAllowable

GA-ESI Generic Shear psiAllowable

Tensile Allowable psi

Shear Allowable psi

Combined Allowable psi

Notes:1. Conservative Estimate

A.7.5 ANALYSIS OF POWER SUPPLY BRACKET

This subsection analyzes the power supply bracket. The analysis is performed using the TVA

accelerations which are similar to the GA-ESI generic accelerations for the same location. The

analysis, shown in Table A-7, includes both GA-ESI and TVA allowable stresses. Figure A-3

shows the power supply assembly, the center of mass, and forces acting on the center of mass

and screws.

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Table A-7 Analysis of Power Supply Bracket

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Description Formula Value Units Notes

-~1 f 4

Force x and Reaction x lbf

Force y and Reaction y lbf

Force z and Reaction z lbf

Area of the each bracketsection Ab

sq in

Moment y

Moment z

4 +

U in-lbs

+

U in-lbs

Tensile force on each bracketsection

Tensile Stress on each bracketsection

Shear force on each bracketsection

Ibf

Ipsi

- lbf

Shear Stress on eachsection

bracket U psi

Combined Maximum Tensile * psiStress -own_

___

Combined Maximum Shear - psiStress-

GA-ESI Generic Tensile - psiAllowable

GA-ESI Generic Shear - psiAllowable

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Notes:1.•

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