attachment 9, redacted tva calculation wcgacq0766 ... · a p cn wbn ceb wcgacq01 12 a p vd wbn ceb...

Attachment 9

Redacted TVA calculation WCGACQ0766, Revision 1,"Required Response Spectra for Evaluation of Radiation Monitoring Equipment"

(Letter Item 6)

NPG CALCULATION COVERSHEETICCRIS UPDATEPage la

REV 0 EDMS/RIMS NO. EDMS TYPE: EDMS ACCESSION NO (N/A for REV. 0)

T93110407002 calculations(nuclear) T 9 0

Calc Title:

REQUIRED RESPONSE SPECTRA FOR EVALUATION OF RADIATION MONITORING EQUIPMENT

CALC ID TYPE ORG PLANT BRANCH NUMBER CUR REV NEW REV

CURRENT CN NUC WBN CEB WCGACQ0766 000 001 REVISIONAPPLICABILITY*

NEW CN NUC Entire calc 0Selected pages 0

---- i No CCRIS ChangesACTION NEW El DELETE [I fSUPERSEDE C CCRIS UPDATE ONLY c (For calc revision, CCRIS

REVISION g I RENAME E] I DUPLICATE [I I (Verifier Approval Signatures Not I been reviewed and no

IRequired i CCRIS changes required)

UNITS SYSTEMS UNIDS000, 002 090 WBN-2-PNL-090-M030, WBN-0-PNL-090-M12, WBN-2-RE-090-0106, WBN-2-

RE-090-0112, WBN-2-RE-090-01 30, WBN-2-RE-090-0131DCN.EDC.N/A APPLICABLE DESIGN DOCUMENT(S'): CLASSIFICATION*N/A WB-DC-40-31.2 & CEB-SS-5.10 E

QUALITY SAFETY RELATED? UNVERIFIED SPECIAL REQUIREMENTS DESIGN OUTPUT SAR/TS and/or ISFSIRELATED? (If yes, QR = yes) ASSUMPTION AND/OR LIMITING CONDITIONS? ATTACHMENT? SAR/CoC AFFECTED

Yes M NoQ0 Yes 0 No[3 Yes[I No Z Yes[] No 0 Yes 0 No0OYes Q• No,[

PREPARER ID PREPARER PHONE PREPARING ORG (BRANCH) VERIFICATION NEW METHOD OF ANALYSISRGBIROWN NO CEB METHOD [I Yes [] No

1(423) 365-776 DESjpf REVIEW

PREPARER SIGNATURE DATE CHECKER SI A RE

Robert G. Brown 1// il Eric Campbell DATE

VERIFIER DATE APPROVAL SIANATURE DATE

ST ATEMENT OF PROBLEM/ABSTRACT

REVISION 001:

THIS REVISION DEVELOPS ADDITIONAL REQUIRED RESPONSE SPECTRA FOR THE RADIATION MONITORING EQUIPMENT FOR THEPURPOSE OF EVALUATING VENDOR SEISMIC REPORTS.

NOTE: THIS REVISION ALSO CHANGES THE CALCULATION TITLE

LEGIBILITY EVALUATED AND ACCEPTED

;FORTSSU A AGES IN REV. 001

IGNATURE DATE

MICROFICHE/EFICHE Yes El No 0 FICHE NUMBER(S)

El LOAD INTO EDMS AND DESTROY0 LOAD INTO EDMS AND RETURN CALCULATION TO CALCULATION ADDRESS: EQB-1M-WBN

LIBRARY.El LOAD INTO EDMS AND RETURN CALCULATION TO:

TVA 40532 [10-2008] Page 1 of 2 NEDP-2-1 [10-20-20081

This Sheet Added By Revision 001

NPG CALCULATION COVERSHEET/CCRIS UPDATEPage 2a

An iI Z•r.TLI I • II J I y[.*ll• t Jl-(l• WI L.TLIN I ['wL• Nlt .•

SI I I I •age

2a

CN -NUC WBN CEB WCGACQ0766 1 001

ALTERNATE CALCULATION IDENTIFICATION

BLDG ROOM ELEV COORD/AZIM FIRM Print Report Yes 003 N/A N/A N/A BECHTEL

CATEGORIES: A09

KEY NOUNS (A-add, D-delete)

ACTION KEY NOUN A/D KEY NOUN

(AID)A SKIDA -RADIATION MONITORS

CROSS-REFERENCES (A-add, C-change, D-delete)ACTION XREF XREF XREF XREF XREF XREF(AC/D) CODE TYPE PLAN _ BRANCH NUMBER REV

A P CN WBN CEB WCGACQ01 12

A P VD WBN CEB .04031100

A. P VD WBN CEB 04031500

A P VD WBN CEB 04031300

A P DN WBN EEB EDCR 52341

A P TR WBN CEB 04038903-1 SP

A P TR WBN CEB 04038903-2SP

A P TR WBN CEB 04038903-4SP

A P EP WBN EEB WBN-2-PNL-090-M030



A P EP WBN EEB WBN-2-RE-090-0106


A P EP WBN EEB WBN-2-RE-090-01 30


CCRIS ONLY UPDATES:Following are required only when making keyword/cross reference CCRIS updates and page 1 of form NEDP-2-1 is not included:

PREPARER SIGNATURE DATE CHECKER SIGNATURE DATE

PREPARER PHONE NO. EDMS ACCESSION NO.

TVA 40532 [10-2008] Page 2 of 2 NEUP-2-1 (120-200uu8j


aNPG'CALCULATION RECORD OF REVISION

CALCULATION IDENTIFIER: WCGACQ0766

TitleREQUIRED RESPONSE SPECTRA FOR EVALUATION OF RADIATION MONITORING EQUIPMENT

Revision DESCRIPTION OF REVISIONNo.001 THE PURPOSE OF THIS REVISION IS TO DEVELOP THE REQUIRED RESPONSE SPECTRA FOR THE

RADIATION MONITORING EQUIPMENT FOR THE PURPOSE OF EVALUATING VENDOR SEISMIC REPORTS.

PAGES ADDED:

SHEETS: la, 2a, 3a, A1-A42 (Appendix A, 42 Sheets), Attachment B (8 pages).

PAGES REVISED:

SHEETS: None

PAGES REPLACED:

SHEETS: 4, Attachment Table of Contents

PAGES DELETED:

SHEETS: None

TOTAL NUMBER OF PAGES: 24+53 77

THE WBN SAR, WBN2 FSAR AMENDMENT 107, TECHNICAL SPECIFICATIONS/ BASES AND TCIICAL./ /Z.

REQUIREMENTS MANUAL/ 3ASES HAVE BEEN REVIEWED BY

FOR APPLICABILITY TO UNIT 2, DUAL UNIT OPERATION AND THIS REVISION OF THE CALCULATION DOES

NOT AFFECT ANY OF THESE DOCUMENTS.

TVA 40709 [10-2008] Page 1 of 1 NEDP-2-2 [107-20-2008]


NPG CALCULATION COVERSHEETICCRIS UPDATEPage 1

REV 0 EDMS/RIMS NO. EDMS TYPE: EDMS ACCESSION NO (N/A for REV. 0)

T 9 1 1 1 0 4 0 7 0 0 2 calculations(nuclear) N/A

Calc Title:

IN-CABINET REQUIRED RESPONSE SPECTRA FOR RM-1000 RADIATION MONITORS IN MCR PANEL 2-M-30

CALC ID TYPE ORG PLANT BRANCH NUMBER CUR REV NEW REV

CURRENT CN NUC I REVISIONAPPLICABILITY

NEW CN NUC WEN CEB WCGACQ0766 000 Entire calc []NB W A0Selected pages El

i No CCRIS Changes ElACTION NEW 0] i DELETE Li I SUPERSEDE El i CCRIS UPDATE ONLY El I (For caic revision, CCRIS

REVISION E RENAME E DUPLICATE (Verifier Approval Signatures Not I been reviewed and noiRequired ICCRIS changes required)

UNITS SYSTEMS UNIDS

002 090 WBN-2-PNL-090-M30, WBN-2-RM-090-0271, WBN-2-RM-090-0271A

WBN-2-RM-090-0272, WBN-2-RM-090-0272A, WBN-2-RM-090-0273,

WBN-2-RM-090-0273A, WBN-2-RM-090-0274, WBN-2-RM-090-0274ADCN.EDC.N/A APPLICABLE DESIGN DOCUMENT(S): CLASSIFICATIONN/A WB-DC-40-31.2 & CEB-SS-5. 10 E

QUALITY SAFETY RELATED? UNVERIFIED SPECIAL REQUIREMENTS DESIGN OUTPUT SARJTS and/or ISFSIRELATED? (If yes, QR = yes) ASSUMPTION AND/OR LIMITING CONDITIONS? ATTACHMENT? SAR/CoC AFFECTED

Yes 0 No[l Yes[0 No[] Yes[] NoID Yes[] No Z Yes []No 0Yes El No 0

PREPARER ID PREPARER PHONE PREPARING ORG (BRANCH) VERIFICATION NEW METHOD OF ANALYSISEHALI NO CEB METHOD 0 Yes 0 No

(423) 365-3028 DESIGN REVIEW


EYAD H. ALI ~1 ý __ __ _

VERIFIER S DAT APPROVAL SIGNATURE . DATE

STATEMENT OF PROBLEM/ABSTRACT

THIS CALCULATION DEVELOPS THE IN-CABINET REQUIRED RESPONSE SPECTRA FOR THE RM-1000 RADIATION MONITORS MOUNTED ONWBNP UNIT 2 MAIN CONTROL ROOM PANEL 2-M-30.

LEGIBILITY EVALUATED AND ACCEPTEDFOR ISSUE ALL PAGES IN REV. 0

EYAD H. ALl kr/f1SIGNATURE DATE

MICROFICHE/EFICHE Yes 0l No 0 FICHE NUMBER(S)El LOAD INTO EDMS AND DESTROY0 LOAD INTO EDMS AND RETURN CALCULATION TO CALCULATION ADDRESS: EQB-1M-WBN

LIBRARY.El LOAD INTO EDMS AND RETURN CALCULATION TO:

TVA 40532 [10-2008] Page I of 2 NEDP-2-1 (10-20-20081

NPG CALCULATION COVERSHEETICCRIS UPDATEPage 2

CALC ID I TYPE I ORG I PLANT I BRANCH NI IIUHRAP: I FXIVREVI IIage

2

CN NUC WBN CEB WCGACQ0766000

ALTERNATE CALCULATION IDENTIFICATION

BLDG ROOM ELEV COORD/AZIM FIRM Print Report Yes05 CR 755' N/A BECHTEL

CATEGORIES: A09

KEY NOUNS (A-add, D-delete)

ACTION KEY NOUN A/D KEY NOUN

(A/D)A SEISMIC QUALIFA SEISMICA RESPONSE SPECTRA PANEL

CROSS-REFERENCES (A-add, C-change, D-delete)ACTION XREF XREF XREF XREF XREF XREF

A/C/D) CODE TYPE PLANT BRANCH NUMBER REV

A P DN WBN EEB EDCR-2 52338

A P CN WBN CEB WCGACQ0177

A P CN WBN CEB CEBCQS448 _____

A P CN WBN CEB CEBCQS447

A P DB WBN CEB CEB-SS-5.10

A P CE WBN CEB CEB-80-27 _

A P VD • WBN EEB 04034100

CCRIS ONLY UPDATES:Following are required only when making keyword/cross reference CCRIS updates and page 1 of form NEDP-2-1 is not included:


PREPARER PHONE NO. EDMS ACCESSION NO.I VM 'U 3 i -U e i^•age 0^2 . . ........ Li ........ •I VA 40532 (110-2008] Page 2 of 2 NEDP-2-1 [10-2U0-2U08J

NPG CALCULATION RECORD OF REVISION

CALCULATION IDENTIFIER: WCGACQ0766

TitleIN-CABINET REQUIRED RESPONSE SPECTRA FOR RM-1000 RADIATION MONITORS IN MCR PANEL 2-M-30

Revision DESCRIPTION OF REVISIONNo.

000 ORIGINAL ISSUE

TOTAL NUMBER OF PAGES: 24

THE WBN SAR, WBN2 FSAR AMENDMENT 103, TECHNICAL SPECIFICATIONS/ BASES AND TECH

REQUIREMENTS MANUAL/ BASES HAVE BEEN REVIEWED BY C(4b • 4. A0 i4 J L = FOR

APPLICABILITY TO UNIT 2, DUAL UNIT OPERATION AND THIS REVISION OF THE CALCULATION DOES NOT

AFFECT ANY OF THESE DOCUMENTS.

TVA 40709 [10-2008] Page 1 of 1 NEDP-2-2 [10-20-20081

NPG CALCULATION TABLE OF CONTENTS

Calculation Identifier- WCGACQ0766 I Revision: 1001

TABLE OF CONTENTS

SECTION TITLE PAGE

1.0

2.0

3.0

4.0

5.0

6.07.0

8.0

9.0

10.0

11.0

11.1

12.0

COVER SHEETS

REVISION LOG

TABLE OF CONTENTS

PURPOSE

APPLICABLE DESIGN BASIS

APPLICABLE REFERENCES

ASSUMPTIONS

SPECIAL REQUIREMENTS AND LIMITING CONDITIONS

METHODOLOGY

JUSTIFICATION/ANALYSIS

CONCLUSION

APPENDIX A

ATTACHMENTS (TOTAL No. OF PAGES 14)

1

3

4

5

5

5

6

6

6

7

18

Al

SUPERSEDED PAGES: (0 Pages)

TVA 40710 [10-2008] Page 1 of 1 NEDP-2-3 [10-20-2008]

This Sheet Replaced By Revision 001

C a lc u latio n S heet Project _ _ _ _ _ _ _

Job No. 25402

Subject: IN-CABINET REQUIRED RESPONSE SPECTRA FOR Caic. No. WCGACQ0766

RM-1000 RADIATION MONITORS IN MCR PANEL 2-M-30 Sheet No. 5

Prepared: SEE COVER SHEET Date Sheet Rev. 000

Checked: SEE COVER SHEET Date

REFERENCES.

4.0 PURPOSE

This calculation develops the in-cabinet required response spectra for the RM- 1000Radiation Monitors to be installed in WBNP Unit 2 Main Control Room Panel 2-M-30.These radiation monitors together with I/F Converters are installed in NuclearInstrumentation Modules (NIM) bins in Panel 2-M-30.

5.0 APPLICABLE DESIGN BASIS

1. WB-DC-40-31.2 Rev. 12, "Seismic/Structural Qualification of Seismic Category IElectrical and Mechanical Equipment"

2. CEB-SS-5.10 Rev. 3, "Seismic Qualification of Electrical, Mechanical, and I&CDevices"

6.0 APPLICABLE REFERENCES

1. EDCR-2 52338 Rev. A

2. WCGACQO177 Rev. 7, "Seismic Evaluation of Panel 2-M-30 & 2-M-3 1"(RIMS# T93100515007).

3. CEBCQS448 Rev. 0, "Definition of Required Acceleration Input for Device SeismicQualification" (RIMS# B41960425002)

4. CEBCQS447 Rev. 2, "Standard Equipment Seismic Qualification Methods forDevices" (RIMS# B41070905001)

5. CEB-80-27 Rev. 5, "Dynamic Earthquake Analysis of the Auxiliary ControlBuilding and Response Spectra for Attached Equipment"

6. General Atomics Dwg No. 04034100 Rev. C

7. DRANo. 52374-13 Rev. 0

8. DRANo. 52338-005 Rev. 0

9. DRANo. 52338-038 Rev. 0

SeeAttachment Afor Copy ofRefs. 6.6-6.9

Calculation Sheet Project WBN2CCP

Job No. 25402

Subject: IN-CABINET REQUIRED RESPONSE SPECTRA FOR CaIc. No. WCGACQ0766




REFERENCES

6.0 APPLICABLE REFERENCES (CONT'D)

10. Roark's Formulas for Stress and Strain 7 th Ed.

11. General Electric Dwg No. 0153D2768-1 Rev. 1

12. TVA Dwg No. 47W605-1 Rev. 15

7.0 ASSUMPTIONS

None

8.0 SPECIAL REQUIREMENTS AND LIMITING CONDITIONS

None

9.0 METHODOLOGY

The methods from Cale No. CEB-CQS-448 are used to develop the in-cabinet requiredresponse spectra at the RM-1000 mounting locations for WBN Unit 2 MCR Panel2-M-30.

SeeAttachment Afor Copy ofRef. 6.11

Ref. 6.3

MY Calculation Sheet Project WBN2CCPJob No. 25402

Subject: IN-CABINET REOUIRED RESPONSE SPECTRA FOR Caic. No. WCGACQ0766

RM-1000 RADIATION MONITORS IN MCR PANEL 2-M-30 Sheet NO. 7



REFERENCES

10.0 JUSTIFICATION/ANALYSIS

From Sheet 34 of Appendix I of Calc No. WCG-ACQ-0 177, the first and second modefrequencies of Panel 2-M-30 are 13.35 Hz and 15.33 Hz respectively. SinceWCG-ACQ-0 177 does not define the direction of these modes, these frequencies areconservatively considered to be in the two horizontal directions and the verticaldirection. The methods in sections 4.1.3.2 and 4.1.3.3 of Ref. 6.2 are used to computethe worst case maximum acceleration in each direction at the device locations on thepanel. The equations to compute the input accelerations at the device locations are asfollows:

For the Horizontal direction:

APk.h := 4 (2.1. S-APk. )2 + (1.3.S.APk.2 ) 2 + (1.6APk. 3)2 + Azpa.k2

For the Vertical direction:

APk.v :=(1.APk. 3)2 + Azpa.k2

where,

Ref. 6.2

S := -A L

APk.

is the device position ratio. x is the height from the groundto the device and L is the total height of the panel.

is the panel acceleration at the first mode frequency.

APk.2 Is the panel acceleration at the second mode frequency.

APk3 is the acceleration corresponding to the panel local frequencyat the device location.

Azpa.k is the panel acceleration at cut-off frequency (33 Hz).

According to Section 4.1.3.3 of Ref 6.2; since the mass and stiffness distribution isreasonably uniform along the height of the host panel (as shown in Ref. 6.11), a Istmode participation factor of 1.6 and a 2nd mode participation factor of 1.0 can be used.


Job No. 25402

Subject: IN-CABINET REQUIRED RESPONSE SPECTRA FOR Calc. No. WCGACQ0766




REFERENCES

110.0 JUSTIFICATION/ANALYSIS (CONT'D)

Determination ofLocal Frequency.

Weight of Front Plate:

Wplate := 0.283 -Lb [(11.75in.30fin) - (8.7-in- 18.25 in)].l-in.3 4in

Wplate = 13.7061b Ref. 6.6 & 6.7

Weight of Radiation Monitoring NIM bin:

W~:= 35-1b (each) Ref. 6.6

Consider the Front Plate of the Panel to be simply supported on all four sides and thetotal weight to be uniformly loaded over entire area:

Wplate + WRMq := 11.75 in-30-in

lbq = 0.138-

.2in

The maximum local displacement of the Front Plate per Case No. 1 ofTable 11.4 on Page 502 of Ref. 6.10 is:

a :=3-in b:= 11.75ina- = 2.553 => 3.0b

a := 0.1335

1.tplate :=-inlEsteel := 29000ksi

cq-b 4Ymax:=

Esteel tplateJ

Ymax= 7.7 6x 10 4in

flocal = 112.265Hz• . 1 g

fiocal : -. ;-2-n ima

As shown above, the frequency of the Front Plate where the device is mounted (localfrequency of the panel) is rigid (> 33 Hz). Therefore, there will be no contribution tothe in-cabinet acceleration at the RM- 1000 locations from the local effect of the panel.


Job No. 25402

Subject: TN-CABINET REQUIRED RESPONSE SPECTRA FOR CaIc. No., WCGACQ0766




REFERENCES


Therefore, the equations for the input acceleration from Sheet 7 is reduced to:

APk.h :=(.6-S.APk. 1)2 + (1.0-S-APk. 2) 2 + Azpa.k2 (Horizontal)

APk~v= Azpa~k (Vertical)

Determination of the Device Position Ratio (S):

The device at the higher elevation on the panel is only considered since it has a greaterinput acceleration. Per Ref. 6.7-6.9, the device position ratio is as follows:

x:= 28.375 in + 2. (11.75 in) x= 51.875in L:= 98.in

xS := -

LS = 0.529

The accelerations corresponding to the 1 ", 2nd, and cut-off frequencies are as follows:

According to Ref. 6.3; 3% damping ratio for SSE is used since the actual dampingratio is not obtainable.

For N-S (Front-to-Back) Direction SSE:

APk.I.NS= 1.93.g APk.2NS .- 1.24g Azpa~kNS := 0-84g

For E-W (Side-to-Side) Direction SSE:

APk.I.EW:= 2.34g APk.2.EW4= 1.39g A zpa~kEW =0.87.

For Vertical Direction SSE:

Azpa~kV:= 0.84g.

Calculation Sheet Project

Job No. 25402





REFERENCES


Using the methods provided in Section 4.2 of Ref. 6.3, the Required Response Spectra(RRS) for the RM- 1000 Radiation Monitors and I/F Converters in NIM bins installedin Panel 2-M-30 is determined as follows:

N-S (Front-to-Back) Required Response Spectra (SSE 5% Damping):

APk.NS:= I(1.6S.APk..N02 + (1.S.APk2NS) 2 + Azpa.k.NS APk.Ns= 1.951g

From Page 33 of Ref. 6.3, m:= 2.3314 b :=0.45g

fNS :=Hz ANSI :=b ANS 0.45g

ANS2 := 5.APk.NS ANS2 = 9.757g

I

~ =jANS2 M

:=S433*Hz

fNS5 :33-Hz

=106 IGHz

fNS 2 = 3.742Hz

ANs3 := ANS2

ANS4 := 2 .APk.NS

ANS5 := APk.NS

ANS6 := APk.NS

ANS3 = 9.757g

ANS4 = 3.903g

ANS5 = 1.951g

ANS6 = 1.95 1g

Calculation Sheet Project WBN2CCPJob No. 25402





REFERENCES


E-W (Side-to-Side) Required Response Spectra (SSE 5% Damping):

APk.EW:= I(1.6.S'APk1.EW)2 + (1.0"S'APk2EW) 2 + Azpa.k.EW 2 APkEW= 2.286g

From Page 33 of Ref. 6.3, m:= 2.3314 b := 0.45-g

fEW1 := 1.Hz AEW := b AEW = 0.45g

AEW2:= 5"APk.EW AEW2 =11.43g

AEW2 M

EW 2 := b Hz fEW2 = 4.005Hz

fEW 3 :=16.Hz

fEW4 :=33. Hz

fEw 5=33.Hz

fEW6 :=OOHz

AEW3 := AEW2

AEW4 := 2 .APk.EW

AEW45:= APk.EW

AEW6 := APkEW

AEW3 = 11.43g

AEW4 = 4.572g

AEW5 2.286g

AEW6 = 2.286g

I

ProjectWBN2CCPCalculation Sheet

Job No. 25402

Subject: IN-CABINET REOUIRED RESPONSE SPECTRA FOR Caic. No. WCGACQ0766

RM-1000 RADIATION MONITORS IN MCR PANEL 2-M30 Sheet No. 12



REFERENCES


Vertical Required Response Spectra (SSE 5% Damping):

Apk.v :=Azpa.k.V

From Page 33 of Ref. 6.3,

fv :=* -Hz

APk.v = 0.84g

m := 2.3314

AV, := b

b :=0.45g

AV, = 0.45g

AV2 := 5.APk.v AV2 = 4.2g

1Av2 bm

3:= 16Hz

fv4= 33-Hz

fv2 =2.607Hz

AV3 := V2

A V4 := 2"APk.v

Av5 :=APk.v

AV3 = 4.2g

AV4 = 1.68g

AV5 = 0.84gV := 33.Hz

:= 100Hz AV :=Apk.v AV6 = 0.84g

Calculation SheetJob No. 25402





REFERENCES


According to Section 4.1.1 of Ref. 6.4, the OBE Required Response Spectra (RRS) willbe developed using 70% of SSE levels:

N-S (Front-to-Back) Required Response Spectra (OBE 5% Damping):

APk.NS:= 0.704(1.6S.APk.I.N0)2 + (1.S-APk2.NS)2 + Azpa.k.NS2

APk.NS = 1.366g

From Page 33 of Ref. 6.3, m:= 2.3314 b := 0.45-g

fNS := l.Hz ANSI :=b ANSI = 0.45g

ANS2 := 5.APk.NS ANS2 = 6.83g

fN ANS2 M.

fNS3 :16-Hz

ýN,=33.EJz

fS5:= 33.Hz

fNS 6 := 10GHz

fNS 2 = 3.211Hz

ANS3 := ANS2

ANS4 := 2 .APk.NS

ANS5 APk.NS

ANS6 : APk.NS

ANS3 = 6.83g

ANS4 = 2.732g

ANS5 = 1.366g

ANS6 = 1.366g

Calculation Sheet Proje WBN2CCP

Job No. 25402

Subject: IN-CABINET REQUIRED RESPONSE SPECTRA FOR Calcý No. WCGACQ0766




REFERENCES

E- W (Side-to-Side) Required Response Spectra (OBE 5% Damping):

APk.EW:= 0.70J(1.6-S.APk.l.EW)2 + (i.o.S.APk.2.EW) 2 + Azpa2k.EW

APkEW = 1.6g

From Page 33 of Ref. 6,3, m:= 2.3314 b :=0.45.g

fEW :=I1Hz AEW1 :=b AEW =

AEW2"= 5.APk.EW AEW2 =

,AEW2 m

fEW2= b ) Hz fEW2 =3.437Hz

fEW3 16.Hz AEW AEW A 3

fEW := 33.Hz AEW :=42 -ApkEW AEW4

fEW := 33-Hz AEW5 := APkEW AEW =

fEW 6 : 10GHz AEW6 APkEW AEW6 =

0.45g

8.00lg

8.001g

3.2g

1.6g

1.6g

Calculation SheetPrjtWB2C Project WBN2CCP

Job No. 25402





REFERENCES

110.0 JUSTIFICATION/ANALYSIS (CONT'D)I I

Vertical Required Response Spectra (OBE 5% Damping):

APk.v:= 0. 70Azpa.k.V


fVl := 1-Hz

AV2 := 5.APk~v

:= b

:=316.Hz

APk.v = 0.588g

m := 2.3314

AV1 :=b

b := 0.45.g

AV = 0.45g

AV2 =2.94g

fV2 =2.237Hz

AV3 :=AV2

fV4 :33-Hz

fV533-Hz.

5V6 IO~

AV :=V2 -APk.v

AV := APk.v

AV3 = 2.94g

AV4 = 1.176g

AV5 = 0.588g

AV6 := APk.v AV6 = 0.588g

Calculation Sheet Project WBN2CCPJob No. 25402





REFERENCES


Required Response Spectra Curves (SSE 5% Damping):

RRS for RM-1000 in Panel 2-M-30 (SSE 5% Damping)

0

<-

ANS

g

AEW

AV

g

1 10

fN S fE W fVHz Hz Hz

100

Frequency (Hz)

Front-to-Back Side-to-Side Vertical

f (Hz) a (g) f (Hz) a (g) f (Hz) a(g)

1.0 0.45 1.0 0.45 1.0 0.453.7 9.76 4.0 11.43 2.6 4.20

16.0 9.76 16.0 11.43 16.0 4.20

33.0 3.90 33.0 4.57 33.0 1.6833.0 1.95 33.0 2.29 33.0 0.84

100.0 1.95 100.0 2.29 100.0 0.84

Calculation Sheet Projec

Job No. 25402





REFERENCES

10.0 JUSTIFICATION/ANALYSIS (CONT'D)m 1

Required Response Spectra Curves (OBE 5% Damping):

RRS for RM-1000 in Panel 2-M-30 (OBE 5% Damping)

0o

U

ANS

g

AEW

g

AV

g

100

'NS fEW fvHz Hz Hz

Frequency (Hz)

Front-to-Back Side-to-Side Vertical

f (Hz) a (g) f (Hz) a (g) f (Hz) a (g)1.0 0.45 1.0 0.45 1.0 0.453.2 6.83 3.4 8.00 2.2 2.9416.0 6.83 16.0 8.00 16.0 2.9433.0 2.73 33.0 3.20 33.0 1.1833.0 1.37 33.0 1.60 33.0 0.59100.0 1.37 100.0 1.60 100.0 0.59----------------------

.Calculation Sheet Project WBN2CCP

Job No. 25402



Prepared: SEE COVER SHEET Date Sheet Rev. .000


REFERENCES

11.0 CONCLUSION

The above curves are the in-cabinet required response spectra for the RM-1000's to beinstalled on WBN Unit 2 MCR Panel 2-M-30. These RRS curves can be used forcomparison to vendor seismic test reports for qualification of the WBN Unit 2 safetyrelated RM- 1000 Radiation Monitors in Panel 2-M-30.

Page Al

11.1 APPENDIX Ato

CalculationWCG-ACQ-0766

Total pages 42


Subject: Calculation Sheet Plant: WBN-2Required Response Calculation ID: WCGACQ0766Spectra For Evaluation Of Appendix A This Sheet Added By Rev IRadiation Monitoring Equipment Sheet No. A2

1.0 Purpose:

This calculation develops the required response spectra for the Safety Related Radiation Monitoring Equipment tobe installed in WBNP Unit 2 Main Control Room Panels 2-M-30 (previous revision 0), 0-M-12 and skidsWBN-2-RE-090-0106, WBN-2-RE-090-0112, WBN-2-RE-090-0130 and WBN-2-RE-090-0131.

2.0 References:

1. EDCR-2 52338 Rev. A (Information only)2. WCGACQ0177 Rev. 7, "Seismic Evaluation of Panel 2-M-30 & 2-M-31" (information only).3. WCGACQ01 12 Rev. 3, "Control Room Design Review (CRDR) Panel 0-M-12 Seismic Qualification"

(RIMS# T95100727503)4. CEBCQS448 Rev. 0, "Definition .of Required Acceleration Input for Device Seismic Qualification" (RIMS#

B41960425002)5. CEBCQS447 Rev. 2, "Standard Equipment Seismic Qualification Methods for Devices" (Information

only)6. CEB-80-27 Rev. 5, "Dynamic Earthquake Analysis of the Auxiliary Control Building and Response

Spectra for Attached Equipment"7. General Atomics Dwg No. 04031100 Rev. B8. General Atomics Dwg No. 04031500 Rev. C9. General Atomics Dwg No. 04031300 Rev. C10. DCN 53037 (Information only)11. 47W605-28 Rev.V (as-constructed drawing panel 0-M-12)12. not used13. TVA Dwg No. 47W605-1 Rev. 1514. EDCR 52341 (Information only)15. DRA 52341-03616. DRA 52341-03717. DRA 52341-08018. DRA 52341-08119. DRA 52341-08220. DRA 52341-084 (Information only)21. DRA 52341-085 (Information only)22. DRA 52341-013 (Information only)23. General Atomics Qualification Basis Report 04038903-1SP for 2-RE-90-130 & -13124. General Atomics Qualification Basis Report 04038903-2SP for 2-RE-90-10625. General Atomics Qualification Basis Report 04038903-4SP for 2-RE-90-112

26. Limited Scope Walk Down LSWD-536 panel 0-M-12 (see Attachment B)

3.0 Design Criteria:

1. WB-DC-40-31.2 Rev. 12, "Seismic/Structural Qualification of Seismic Category I Electrical andMechanical Equipment"

2. CEB-SS-5.10 Rev. 3, "Seismic Qualification of Electrical, Mechanical, and I&C Devices"

4.0 Assumptions:

There are no assumptions that require further verification.

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Subject: Calculation Sheet Plant: WBN-2Required Response Calculation ID: WCGACQ0766Spectra For Evaluation Of Appendix A This Sheet Added By Rev 1Radiation Monitoring Equipment Sheet No. A3

5.0 Special Requirements and Limiting Conditions:

There are no special requirements or limiting conditions.

6.0 Methodology:

The methods in sections 4.1.3.2 and 4.1.3.3 of Calc No. CEB-CQS-448 (Ref. 2.4) are used to develop theacceleration at device locations in the panels and on the skid mounted frames. Using these accelerations therequired response spectra (RRS) for the device testing are computed using the methods in section 4.2 of Ref. 2.4.

Per section 4.1.3.2 of Ref. 2.4 the 3% damping SSE floor response spectra are used to determine the accelerationat device locations using the methods in section 4.1.3.2 of Ref. 2.4.

Since the mass and stiffness of the panels and skid frames are reasonably distributed uniformly per section4.1.3.3 of Ref. 2.4, a 1st mode participation factor of 1.6 and a second mode participation factor of 1.0 can beused.

7.0 Computations And Analysis:

In panel RRS for safety related NIM Bins in panel 0-M-12:

From WCG-ACQ-0112 page 38 (Ref. 2.3) the first and second mode panel frequency in the x direction are 1st mode18.69 Hz and 2nd mode 21.27 Hz. The front plate local frequency x direction (perpendicular to the panel face plate)is 27.06 Hz. The z direction first mode frequency is 21.0 Hz and no second mode frequency is given. Since the zdirection 1st mode frequency is greater than 1/2 of the cut off frequency (33 Hz) the 2nd mode frequency does notneed to be considered (Ref. 2.4 section 4.1.3.3 sub item 2). From sheet 13 of Ref. 2.3 the panel x direction is frontto back, the panel z direction is side to side and the panel y direction is vertical. From Ref. 2.13 for panel 0-M-12front to back is north-south and side to side is east-west. The panel is rigid (no modes below 33Hz) in the verticaldirection. Page 38 of Ref. 2.3 does not provide local panel frequency in the z and y directions since they are inthe plane of the panel face plate and the face plate is rigid in these directions.

For these frequencies the SSE acceleration from the Auxiliary Control Building El 755.5 New Design/ModificationARS (Ref. 2.6) at 3% damping are as follows:

APk.l.Ns:= 1.05. g APk.2.Ns:= 1.05. g APk.3.Ns:= 0.91 . g Azpa.kNS: 0.84. g (at 33 Hz)

APk.l.EW:= 1.01• g APk.2.EW:= 0.00- g Azpa.k.EW:= 0.88 g (at 33 Hz)

Azpa.k.V:= 0.84- g (at 33 Hz)

APk.1 is the panel acceleration at the first mode frequency.

APk.2 is the panel acceleration at the second mode frequency.



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For panel 0-M-12 the top of the highest safety related RM23A NIM Bin was determined to be 52" above the bottom ofthe panel per Limited scope Walkdown Package LSWD-536 (see Attachment B). From Ref. 2.3 sheet 13 the height ofpanel 0-M-12 is 98.5".

X is the device position ratio. x is the height from the groundS L to the device and L is the total height of the panel.

x:= 52. in

xS:= -

L

L:= 98.5. in (Attachment B and Ref. 2.3 sheet 13)

S = 0.528

The in panel acceleration of the NIM Bin and RRS curves for the SSE are computed as follows:

N-S (Front-to-Back) Required Response Spectra (SSE 5% Damping):

APk.NS:= (1.6. S- APk.1.NS)2 + (1.0. S• APk.2.NS) 2 + (1.6- Apk.3,NS)2 + Azpa.k.NS2

APk.NS = 1.98- g

From Page 33 of Ref, 2.4, m := 2.3314

ANSI := b

b:= 0.45- g

fNS 1 := 1 .Hz ANS1 " 0.45- g

ANS2 = 9.899. gANS2:= 5. APk.Ns

1

ANS * m

fNS 2 b)2. b

fNS3 :=16. Hz

fNS 4 := 33. Hz

fN$ :=33. Hz

fNSs6 100. Hz

- Hz fNS2 = 3.765 - Hz

ANS3 := ANs2

ANS4 := 2- APk.Ns

ANS45 APk.NS

ANS6 := APk.NS

ANS3 = 9.899- g

ANS4 = 3.959-g

ANS5 = 1.98. g

ANS = 1.98. g

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E-W (Side-to-Side) Required Response Spectra (SSE 5% Damping):

APk.Ew (1.6. S. APk.1.Ew) 2 + (1.0. S. Apk.2.EW) 2 + Azpa.k.EW2

APkEW = 1.226. g

From Page 33 of Ref. 2.4, m 2.3314 b:= 0.45. g

fEW1 := 1 • Hz AEW b AEW1 =

AEW2:= 5. APk.EW AEW2 =

1

(AEW Xm

fEW2 Hz fEW2 =3.065. Hz

fEW3 :=16. Hz AEW := AEW2 AEW3 =

fEW4 := 33. Hz AEW := 2 . APk.Ew AEW4 =

fEW 33. Hz AEW APk.Ew AEW=

fEW := 100- Hz AEW := APk.EW AEW6


APk.v:= AzpakV APk.v = 0.84. g

0.45 g

6.128. g

6.128. g

2.451 - g

1.226. g

1.226- g


fv 1. Hz

AV2 := 5. APk.v

m := 2.3314

AV 1 := b

b:= 0.45. g

AV, = 0.45. g

Av2 = 4.2. g

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Subject: Calculation Sheet Plant: WBN-2Required Response Calculation ID: WCGACQ0766Spectra For Evaluation Of Appendix A This Sheet Added By Rev 1IRadiation Monitoring Equipment Sheet No. A6

1

AVX

fV - * Hz fV2=2.607.Hz

fv3 := 16 Hz Av3 := AV2 AV3 = 4.2. g

fv4 := 33. HzAv4:= 2. APk.v AV4 = 1.68. g

IV5 := 33. Hz Av5 := APk.v AV5 = 0.84.g

fv6 := 100 • Hz AV 6 := APk.v Av6 = 0.84. g

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N


RRS for RM-23A in Panel 0-M-12 (SSE 5% Damping)4 n -________ ____________________________IU• .... ....... ......... . ..... ........... --------- -

....... ...... .......................... --------- ...... ................ -----------

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

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

. . ... ..... ... .... .. i.... ...... ................ ... ....... = . .. .:..". .. Front-to-Back

. .. . .... .. . . . . . ........ .... ... . .. . .. . .---- Side-to-Side

._,,-Vertical

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

ANS -

<~ AV

0.1i

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

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

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

• t i i

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

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

----------

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

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

--- ------- ---

----- --- ---- ---T -

10

fNS fEW fv

Hz Hz Hz.

Frequency (Hz)

100

Front-to-Back Side-to-Side Verticalf (Hz) a (g) f (Hz) a (g) f (Hz) a (g)

1.0 0.45 1.0 0.45 1.0 0.453.8 9.90 3.1 6.13 2.6 4.2016.0 9.90 16.0 6.13 16.0 4.2033.0 3.96 33.0 2.45 33.0 1.6833.0 1.98 33.0 1.23 33.0 0.84100.0 1.98 100.0 1.23 100.0 0.84

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According to Section 4.3.1 of Ref. 2,5, the OBE Required Response Spectra (RRS) will be developed using70% of SSE levels:

N-S (Front-to-Back) Required Response Spectra (OBE 5% Damping):

APk.NS:= 0.701 (1.6. S . ApU .NS)2 + (1.0. S. APk.2.Ns) 2 + (1.6 . Apk.3.NS) 2 + Azpa.k.NS 2

APk.NS = 1.386- g

From Page 33 of Ref. 2.4, m := 2.3314 b := 0.45. g

fNS 1 =1 Hz ANS := b ANSI = 0.45. g

ANS := 5- APk.NS ANS = 6.929. g2 2

f ANS A m•NS Hz fNS 2 = 3.231 - Hz

fNs 3 := 16. Hz ANS3 := ANS2 ANS = 6.929. g

fNS := 33. Hz ANS4:= 2 APk.NS ANS = 2,772. g

fNS 5 := 33. Hz ANs : APk.NS ANS5 = 1.386. g

fNS := 100- Hz ANS := Apk.NS ANS6 = 1.386. g

E-W (Side-to-Side) Required Response Spectra (OBE 5% Damping):

APk.EW := 0.70. 1/'(1.6. S. APk.l.EW) 2 + (1.0. S. APk.2 EW)2 + Azpa.k.EW2

APk.EW = 0.858. g


fEW 1 :=1 Hz AEW1 := b AEW1 = 0.45. g

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AEW2 := 5 • Apk.Ew AEW2 = 4.29- g

IA W2

fEW2=1 - Hz fEW =2.63.2 yb 2

fEW := 16. Hz AEW := AEW2

fEW4 := 33. Hz AEW := 2- APk.EW

fEW := 33. Hz AEW5:= APk.EW

fEW6 := 100 • Hz AEW : APk.EW


Apk.v := 0.70. AzpakV APk.v = 0.588. g

From Page 33 of Ref. 2.4, m:= 2.3314

fv= 1 Hz AV :=b

Av2 5- APk.I

f "Hz fv 2.232 b)2

fv3:= 16- Hz AV := AV2

fv 4 =33. Hz AV := 2 . APk.v

fv, := 33. Hz AV 5 APkv

fv := 100" Hz AV := APk.v

Hz

AEW3 = 4.29- g

AEW4 = 1.716. g

AEW5 = 0.858. g

AEW6 = 0.858. g

b:= 0.45. g

Av, = 0.45. g

Av2= 2.94. g

'7. Hz

Av3 = 2.94. g

AV4 = 1.176. g

Av5 = 0.588. g

AV6 = 0.588. g

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RRS for RM-23A in Panel 0-M-12 (OBE 5% Damping)

0

ANS

g

AEW

g

Av

g

1 10

fNS fEW fv

HzF ' Hz HzFrequency (Hz)

100

Front-to-Back Side-to-Side Verticalf (Hz) a (g) f (Hz) a (g) f (Hz) .a(g)

1.0 0.45 1.0 0.45 1.0 0.453.2 6.93 2.6 4.29 2.2 2.94

16.0 6.93 16.0 4.29 16.0 2.94

33.0 2.77 33.0 1.72 33.0 1.1833.0 1.39 33.0 0.86 33.0 0.59100.0 1.39 100.0 0.86 100.0 0.59

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Subject: Calculation Sheet, Plant: WBN-2Required Response Calculation ID: WCGACQ0766Spectra For Evaluation Of Appendix A This Sheet Added By Rev IRadiation Monitoring Equipment Sheet No. Al I

Safety related system 090 skids:

The skids for 2-RE-090-0106 (Ref. 2.9 & 2.15), -0112 (Ref. 2.8 & 2.15), -0130 (Ref. 2.7 & 2.16) and -0131 (Ref. 2.7& 2.16) consist of a rigid skid base fabricated from structural steel which is bolted to the building floor slabs. Awelded steel frame is attached to each skid base to support various system 090 components foreach skid. Theheavier components (detectors, pumps and blowers) are attached directly to the rigid skid base and can beseismically qualified using the building ARS since the skid base is rigidly attached to the floor slabs. Based onthis General Atomics (GA) was provided the building floor ARS curves for the seismic qualification of the skidmounted equipment.

The final GA qualification reports 04038903-1SP, 04038903-2SP and 04038903-4SP have shown that the weldedframes attached to the skids have first and second mode fundamental frequencies less than 33 Hz. Therefore theframe frequencies determined by the GA reports are used to determine the RRS required for evaluation of theseismic qualification of components mounted to the skid frames.

For skids 2-RE-090-0106 and -0112, the in panel RRS will be computed at 34" above the base of the skid and atthe top of the frame (59" above the base of the skid) since components are installed at or below these levels of theframes (Ref. 2.8 and 2.9).

For skids 2-RE-090-0130 and -131, the in panel RRS will only be computed at the top of the frame (68" above the

base of the skid) since components are installed at or below this level of the frames (Ref. 2.7).

In panel RRS for safety related skid 106 and 112 (Ca- 34"):

From GA Report 04038903-2SP and -4SP section 3.3.1 a resonance search of the tested skid frame between 1and 33 HZ found the 1st mode panel frequency in the front to back direction (east west for WBN2) to be 21 Hz andin the side to side direction (north south for WBN2) to be 18 Hz. From Ref. 2.18 for skid 106 and 112 front to backis east-west and side to side is north-south and the skids are attached to floor El. 737. There are no 2nd modefrequencies between I and 33 Hz and since the 1st mode frequencies are greater than 1/2 of the cut off frequency2nd mode frequency need be considered (Ref. 2.4 section 4.1.3.3). The frame is rigid in the vertical direction. Theframe is a tube steel structure and local panel frequency need not be considered since the seismic testing ofcomponents provided by GA 04038903-2SP and 4SP has accounted for the local effects (i.e. boxes housing thecomponents).

For these frequencies the SSE acceleration from the Auxiliary Control Building El 736.5 New Design/Modification

ARS (Ref. 2.6) at 3% damping are as follows:

APk.I.NS:= 0.85. g APk.2.Ns:= 0.00- g Azpak.NS := 0.71 • g (at 33 Hz)

APk.l.EW:= 0.84. g APk.2.Ew := 0.00. g Azpa.k.EW:= 0.77. g (at 33 Hz)

Azpa.k.v:= 0.59. g (at 33 Hz)

Apk.1 is the panel acceleration at the first mode frequency.



Azpa.l is the panel acceleration at cut-off frequency (33 Hz).

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Determination of the Device Position Ratio (S) @ 34":

X is the device position ratio. x is the height from the groundL to the device and L is the total height of the panel.

x:= 34. in, L:= 59- in (Ref. 2.8 & 2.9)

XS :S = 0.576L

The RRS curves for the SSE are computed as follows:

N-S (Side-to-Side) Required Response Spectra (SSE 5% Damping):

APk.NS := 1.6- S. Apk.NS) 2 + (1.0-S. Apk2NS) 2 + Azpa.k.NS 2

APk.NS = 1.058. g


fNS = 1 Hz ANS b ANS1 = 0.45. g

ANS2 := 5- APk.NS ANS2 = 5.288" g

1

ANs m

fNS2 - '.Hz

fNS3 =16. Hz

fNS 4 =33. Hz

fNS := 33" Hz

fNS 6 100 • Hz

fNS 2 =2.877 -Hz

ANS3 ANS2

ANS := 2 APk.NS

ANS45 APk.NS

ANS := APk.NS

ANS3 = 5.288- g

ANS4 = 2.115. g

ANS5 = 1.058 g

ANS6 = 1.058. g

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I


Truncated N-S (Side-to-Side) Required Response Spectra (SSE 5% Damping) Ref. 2.4 section 4.2.2:

fTNS 1 := 1Hz ATNS 1 := b ATNS1 - 0.45. g

Between 1 Hz and 90% of the first natural frequency of the skid frame the truncated RRS must not intersect the5% building ARS. To prevent this, Ref. 2.4 section 4.2.2.2.d requires the truncated RRS to be adjusted to clearthe first peak of the broadened floor spectra at 90% of the lower boundary of the broadened plateau of the firstpeak. Using digitized north-south SSE from the Auxiliary Control Building El 736.5 New Design/ModificationARS (Ref. 2.6) at 3% damping the first peak occurs at 5.13 Hz with an acceleration of 3.078 G. Adjusting thetruncated RRS to clear the 5% ARS plateau at 90% of 5 HZ the second point of the truncated RRS is computedas follows:

fTNS2 := .9. 5Hz fTNS 2'=4.5.Hz ATNS j= -3.078. g ATNS2 = 2.384- g

NOTE: Square root of 3/5 is used to convert digitized 3% damping ARS to 5% damping ARS. Refer to Ref.2.4section 4.1.3.4 second paragraph which shows this method of converting a peak 5% damped floor spectra to apeak 3% damped floor spectra. In this case we are converting a 3% damped peak to a 5% damped peak.

The acceleration value for 90% of the first natural frequency of the skid frame is computed as follows:

fTNS 3 := .9. 18Hz fTNS = 16.2. Hz ATNS3 := 5.29. g (conservatively using RRS valuefor 16 Hz computed above)

The truncated RRS between 90% of the first natural frequency of the skid frame and the ZPA is the same as thenon-truncated RRS as follows:

fTNS 4 33- Hz

fTNS 5 33. Hz

fTNS 6 :100 Hz

ATNS := 2 . APk.NS

ATNS5 APk.NS

ATNS6 APkNS

ATNS4 = 2.115. g

ATNS = 1.058 g

ATNS6 = 1.058. g

E-W (Front-to-Back) Required Response Spectra (SSE 5% Damping);

APk.EW := ]1(1.6. S. Apk.l.EW) 2 + (1.0- S. APk.2.EW) 2 + Azpa.k.EW2

APk.EW = 1.092. g

From Page 33 of Ref. 2.4, m := 2.3314 b:= 0.45. g

fEW1 := 1 • Hz AEW: b AEW, = 0.45. g

AEW2 = 5.461 • gAEW2:= 5. APkEW

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1

•AEw2 X•

fEW2 2= b

fEW := 16. Hz

fEW4 :=33. Hz

fEW := 33. Hz

fEW6 =100 Hz

• Hz fEW2 = 2.917 Hz

AEW 3:=A EW2

AEW4:= 2. APk.EW

AEW 5 APk.EW

AEW6 APk.EW

AEW = 5.461- g

AEW =2.184-g

AEW 1.092.g

AEW6 =1.092.g

Truncated E-W (Front-to-Back) Required Response Spectra (SSE 5% Damping):

fTEW1 := 1Hz ATEW 1 := b ATEW 1 := 0.45. g

Between 1 Hz and 90% of the first natural frequency of the skid frame the truncated RRS must not intersect the5% building ARS. To prevent this, Ref. 2.4 section 4.2.2.2.d requires the truncated RRS to be adjusted to clearthe first peak of the broadened floor spectra at 90% of the lower boundary of the broadened plateau of the firstpeak. Using digitized east-west SSE from the Auxiliary Control Building El 736.5 New Design/Modification ARS(Ref. 2.6) at 3% damping the first peak occurs at 5.13 Hz with an acceleration of 5.2 G. Adjusting the truncatedRRS to clear the 5% ARS plateau at 90% of 5 HZ the second point of the truncated RRS is computed as follows:

fTEW2 := .9. 5Hz fTEW 2 =4.5 -Hz ATEW 5.2- g ATEW2 = 4.028-g



fTEW 3 := .9.-21lHz fTEW3 = 18.9. Hz

Conservatively using linear Interpolation between the 16 Hz and 33 Hz values of thenon-truncated RRS for 18.9 Hz (comparing slope of line on sheet A17 with that on sheetA18 shows this to be conservative):

fEW4 fTEW 3ATEW AEW4 + fEW3 (AEW3 - AEW4)

ATEW3 =4.902. g

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fTEW4 :=33. Hz ATEW4:= 2. APk.EW ATEW4 = 2.184. g

fTEW5 33. Hz ATEW := APk.EW ATEW5 = 1.092. g

fTEW6 100. Hz ATEW6 APk.EW ATEW6 = 1.092. g


APk.v:= Azpa.k.V Apkv = 0.59. g


fv := 1 • Hz AV :=b AV, = 0.45. g

Av := 5 APk.v AV2 = 2.95. g

2 V 2)1

fv * Hz v =2.24 .Hz2 b 2

fv :=16. Hz Av :=Av AV =2.95. g3 3 2 3

fv4 33- Hz Av := 2. APk.v Av4 = 1.18. g

fv5 33. Hz AV5 Apk.v Av5 = 0.59. g

fv6 100- Hz Av :=Apk.v AV6 0.59. g

Truncated Vertical Required Response Spectra (SSE 5% Damping):

fr =1 Hz ATV :=b ArV :=0.45. g

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Since the skid frame is rigid in the vertical direction the first natural frequency is conservatively taken as 33 Hz. Theacceleration value for 90% of the first natural frequency of the skid frame is computed as follows:

fTV2 := .9. 33Hz fTV2 = 29.7. Hz

Conservatively using linear Interpolation between the 16 Hz and 33 Hz values of thenon-truncated RRS for 18.9 Hz (comparing slope of line on sheet A17 with that on sheetAl8shows this to be conservative):

ATV2 :=Av4 + fv4 (AV - AV)

ATV = 1.524. g


fTV := 33. Hz

f-lV4 :=33. Hz

fTv := 100. Hz

ATV 3 :=2 - Apk.v

ATV 4 :=APk.v

ATIV 5 :=APk.v

ATV3 = 1.18 g

A--V = 0.59. g4

ATw =0.59.g

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RRS for Skids 2-RE-90-106 & -112 @ 34" (SSE 5% Damping)

ANS

<~ AV

100

fNS fEW fv

Hz (Hz HzFrequency (Hz)

Side-to-Side Front-to-Back Vertical

f (Hz) a (g) f (Hz) a (g) f (Hz) a (g)

1.0 0.45 1.0 0.45 1.0 0.45

2.9 5.29 2.9 5.46 2.2 2.95

16.0 5.29 16.0 5.46 16.0 2.9533.0 2.12 33.0 2.18 33.0 1.18

33.0 1.06 33.0 1.09 33.0 0.59

100.0 1.06 100.0 1.09 100.0 0.59



Truncated RRS for Skids 2-RE-90-106 & -112 @ 34" (SSE 5% Damping)

0

UU

U

ATNS

gATEW

•g.

ATV

1 10 100

fTNS fTEW fTVHz Hz HzFrequency (Hz)

Side-to-Side Front-to-Back Verticalf (Hz) a (g) f (Hz) a (g) f (Hz) a (g)

1.0 0.45 1.0 0.45 1.0 0.45

4.5 2.38 4.5 4.03 29.7 1.52

16.2 5.29 18.9 4.9 33.0 1. 1833.0 2.12 33.0 2.18 33.0 0.5933.0 1.06 33.0 1.09 100.0 0.59100.0 1.06 100.0 1.09


Subject: Calculation Sheet Plant: WBN-2Required Response Calculation ID: WCGACQ0766Spectra For Evaluation Of Appendix A This Sheet Added By Rev IRadiation Monitoring Equipment Sheet No. A19I

According to Section 4.3.1 of Ref. 2.5, the OBE Required Response Spectra (RRS) will be developed using70% of SSE levels:

N-S (Side-to-Side) Required Response Spectra (OBE 5% Damping):

APk.NS = o.70/(1.6. S.- A s.)• +) ( +1.0. • -APNS)2 + Apa.NS 2

ANkNS = 0.74. g

From Page 33 of Ref. 2.4,. m := 2.3314 b := 0.45. g

fNS := 1 Hz ANS b ANS1 = 0.45. g

ANS 5. APk.NS ANS = 3.701 • g

2 2

1

(ANS 2 )M

fNS 2 := Hz fNS 2 =2.469 Hz

fNS 3 := 16. Hz ANS 3 := ANS 2 ANS3 = 3.701 - g

fNS 4 :=33. Hz ANS4 : 2 . APk.NS ANS4 = 1.481 -g

fNS := 33. Hz ANS := APkNS ANS5 = 0.74. g

fNS6 100. Hz ANS6 := APk.NS ANS6 0.74- g

E-W (Front-to-Back) Required Response Spectra (OBE 5% Damping):

APk.EW:= 0.70. 1(1.6. S APk.l.Ew)2 + (1.0- S -APk.2.Ew)

2 + Azpa.k.EW2

APk.EW = 0.764. g

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fEW1 := I • Hz

AE~W2 := 5- APk.Ew

~AEW 2M

fEW2 Hz

fEW3 =16. Hz

fEW4 :=33 - Hz

fEw5 =33. Hz

fEW6 :=100 • Hz

m := 2.3314 b:= 0.45. g

AEW1 := b AEW1 = 0.45. g

AEW2 = 3.822. g

fEW 2 = 2.503. Hz

AEW 3:=AEW2

AEW4:= 2 " APkEW

AEW 5:= Apk.EW

AEW := APk.EW

AEW3 = 3.822. g

AEW4 = 1.529. g

AEW5 = 0.764. g

AEW6 = 0.764. g


APk.v:= 0.70. Azpa.k.V APk.v = 0.413. g

From Page 33 of Ref. 6.4, m := 2.3314 b:= 0.45- g

fv1 I Hz Av :=b AV, = 0.45- g

AV2 =5. Apk.v Av2 = 2.065. g

1

% = t, J Hz

fv3 =16. Hz

fv := 33. Hz

fv5 =33. Hz

fv := 100 Hz

fv2 = 1.922. Hz

Av3 := Av2AV3 AV2

AV := 2. Apk.v

AV := APk.v

AV6: APk.v

AV3 = 2.065. g

AV4 = 0.826- g

AV5 = 0.413. g

AV6 = 0.413. g



RRS for Skids 2-RE-90-106 & -112 @ 34" (OBE 5% Damping)

C

UU

ANS

g

AEW

Ag

Av

g

..I .. .. i...i-.-I ..................... i............ ....... .. .- . ..!

.3 _ __ • . __ _.

10fNS fEW fv

Hz' Hz 'Hz

Frequency (Hz)

100

Side-to-Side Front-to-Back Vertical


1.0 0.45 1.0 0.45 1.0 0.45

2.5 3.70 2.5 3.82 1.9 2.0716.0 3.70 16.0 3.82 16.0 2.0733.0 1.48 33.0 1.53 33.0 0.8333.0 0.74 33.0 0.76 33.0 0.41

100.0 0.74 100.0 0.76 100.0 0.41

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In panel RRS for safety related skid 106 and 112 (ra 591-:

x:= 59. in

xS := -

L

L:= 59- in (Ref. 2.8 & 2.9)

S=1


N-S (Side-to-Side) Required Response Spectra (SSE 5% Damping):

APk.NS := 4(1-6.S. Apk.l.NS)2 + (1.0.S-APk.2.NS)2 + Azpa.k.NS2

APk.NS = 1.534. g

From Page 33 of Ref. 2.4, m:= 2.3314

ANS1 := b

b := 0.45- g

fNS 1 := 1 • Hz ANS1 = 0.45. g

ANS2 = 7.671 • gANS2 := 5' APk.NS

1

,"ANS 2)" m

fNS 2

fNS 3 =16 Hz

fNS 4 :=33. Hz

NS := 33- Hz

fNS 6 100 • Hz

• Hz fNS2 = 3.375. Hz

ANS3 ANS2

ANS4 : 2 - APk.NS

ANS5 APk.NS

ANS := APkNS

ANS3 = 7.671 -g

ANs4 = 3.068. g

ANS5 = 1.534. g

ANS6 = 1.534- g

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Subject: Calculation Sheet Plant: WBN-2Required Response Calculation ID: WCGACQO766Spectra For Evaluation Of Appendix A This Sheet Added By Rev IRadiation Monitoring Equipment Sheet No. A23

Truncated N-S (Side-to-Side) Required Response Spectra (SSE 5% Damping) Ref. 2.4 section 4.2.2:

fTNS 1 := 1Hz ATNS 1 := b ATNS1 := 0.45. g


fTNS 2 := .9- 5Hz fTNS2 = 4.5- Hz ATNS2 3J.3078 - ATNS2 = 2.384. g



fTNS 3 := .9- 18Hz fTNS 3= 16.2. Hz ATNS 3 7.67- g (conservatively using RRS valuefor 16 Hz computed above)


fTNS 4 33. Hz

fTNS 5 33. Hz

fTNs 6 :100. Hz

ATNS4 := 2 APk.NS

ATNS APk.NS

ATNS APk.NS6

ATNS4 = 3.068. g

ATNS5 = 1.534. g

ATNS6 = 1.534. g

E-W (Front-to-Back).Required Response Spectra (SSE 5% Damping):

APk.Ew := ](1.6. S . APk..Ew) 2 + (1.0- S. APk.2.EW) 2 + Azpa.k.EW2

APk.EW = 1.549. g

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From Page 33 of Ref. 2.4, m:= 2.3314 b:= 0.45. g

fEW1 := 1 • Hz AEW1 := b AEW1 = 0.45. g

AEW2 = 7.745. gAEW :=W 5 APk.Ew

1

AEW2 MfEW2 -

2 b

fEW := 16.-Hz

fEW4 =33- Hz

fEW5 =33. Hz

fEW6 100 • Hz

Hz fEW2 = 3.389- Hz

AEW3:=AEW2

AEW := 2 - Apk.EW

AEW45 APk.EW

AEW6 APkEW

AEW3 = 7.745. g

AEW4 = 3.098 -g

AEW5 = 1.549- g

AEWr = 1.549. g

Truncated E-W (Front-to-Back) Required Response Spectra (SSE 5% Damping):

fTEWI := 1Hz ATEW I:= b ATEWI:= 0.45'g


fTEW2 := .9 5Hz fTEW2 = 4.5. Hz ATEW 2 i i52. g ATEW 2=4.028.g


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fTEW 3 := .9.2lHz fTEW 3 = 18.9. Hz

Conservatively using linear Interpolation between the 16 Hz and 33 Hz values of thenon-truncated RRS for 18.9 Hz (comparing slope of line on sheet A27 with that on sheetA28shows this to be conservative):

fEW4 - fTEW3

ATEW3 AEW4 + fEW fEW (AEw3 - AEW4)

4 - 3

ATEV = 6.952. g


fTEW 4 33. Hz

fTEW 5 33. Hz

fTEW 6 :=100-. Hz

ATEW4 := 2 - Apk.EW

ATEW :5 APk.EW

ATEW6 APk.EW

ATEW4 = 3.098. g

ATEW, = 1.549. g

ATEW6 = 1.549. g


Apk.v:= Azpa.k.V


fv= 1 • Hz

Av2 5. Apk.v

2 V2)

fV - . Hz2 v b rH

APk.v = 0.59- g

m:= 2.3314

Av1 := b

b:= 0.45. g

Av, = 0.45. g

Av2 = 2.95. g

fv2 = 2.24. Hz

fv3 :=16. Hz

fv4 =33. Hz

fv := 33 Hz

fv6 :100 . Hz

AV3 := Av2

Av := 2 • APk.v

Av := APk.v

AV6 Apk.v

Av3 = 2.95. g

Av4 = 1.18- g

Avs = 0.59 g

Av6 = 0.59- g

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fTVI := 1Hz ATV1 := b ATV1 := 0.45. g

Since the skid frame is rigid in the vertical direction the first natural frequency is conservatively taken as 33 Hz. Theacceleration value for 90% of the first natural frequency of the skid frame is computed as follows:

fTV2 := .9. 33Hz fTV2 = 29.7. Hz


fv4 fTV2ATV2 := AV4 + fv4 fv3 (Av3- AV4)

ATV2 = 1.524. g


fTV := 33. Hz

fTV := 33. Hz

fTv := 100. Hz

ATV3 := 2. APk.v

ATV4 := APk.v

ATV5 := Apk.v

ATvw3 = 1.18. g

A-v 4 = 0.59 g

A-rV5 = 0.59 g

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RRS for Skids 2-RE-90-106 & -112 @ 59" (SSE 5% Damping)

ANS

.2 AEW

(U.~AV

100

fNS fEW fV

HzF Hz HzFrequency (Hz)

Side-to-Side Front-to-Back Verticalf (Hz) a (g) f (Hz) a (g) f (Hz) a (g)

1.0 0.45 1.0 0.45 1.0 0.45

3.4 7.67 3.4 7.75 2.2 2.9516.0 7.67 16.0 7.75 16.0 2.9533.0 3.07 33.0 3.10 33.0 1.1833.0 1.53 33.0 1.55 33.0 0.59100.0 1.53 100.0 1.55 100.0 0.59

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According to Section 4.3.1 of Ref. 2.5, the OBE Required Response Spectra (RRS) will be developed using70% of SSE levels:

N-S (Side-to-Side) Required Response Spectra (OBE 5% Damping):

APk.NS:= 07 16-S Apk 9s)2 + (1.0 S Apk2.NS) 2 + Azpak.NS2

APk,Ns= 1.074. g

From Page 33 of Ref. 2.4, m := 2.3314

ANS := b

b:= 0.45. g

fNS1 I :=1 Hz ANSI = 0.45. g

ANS2 = 5.37. gANS2 := 5. APk.Ns

2 N2

fNS 2. b

fNS 3 :=16. Hz

fNS 4 := 33- Hz

fNS 5 33. Hz

fNS 6 : 100. Hz

Hz fNS 2 = 2.896 -Hz

ANS3 := ANS2

ANS4:= 2 . APk.NS

ANS45 APk.NS

ANS := APkNS

6

ANS =5.37. g3

ANS = 2.148. g

ANS =1.074. g

ANS = 1.074- g

E-W (Front-to-Back) Required Response Spectra (OBE 5% Damping):

APk.EW:= 0.70. ](1.6. S. Apk.I.EW) 2 + (1.0. S. APk.2.EW) 2 + Azpak.EW2

APk.EW = 1.084. g

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fEW1 := 1 • Hz

m:= 2.3314

AEW1 := b

b:= 0.45. g

AEW1 = 0.45. g

AEW2:= 5 APk.EW1

AEW2 = 5.421. g

fEW2 = Hz fEW =2.908. Hz

2 2b

fEW3 :=16- Hz AEW3 := AEW2 AEW3 = 5.421 • g

fEW4 =33. Hz AEW4 := 2 . Apk.Ew AEW4 = 2.169. g

fEW5 =33- Hz AEW5 := APk.EW AEW5 = 1.084. g

fEW6 100. Hz AEW6 := APk.EW AEW6 = 1.084. g


APk.v:= 0.70. Azpa.k.V APk.v = 0.413. g


fvI := 1 • Hz AV :=b AV = 0.45. g

AV2 := 5. APk.v

1

/Av ' Hz

fv3 := 16. Hz

fv : 33. Hz

fv := 33. Hz

fv := 100. Hz

Av = 2.065. g2

fv2 = 1.922. Hz

AV3 2AV2

AV4 2 . APk.v

AV := APk.v

Av := APk.v

Av3 = 2.065. g

AV4 = 0.826. g

Av5 = 0.413. g

Av6 = 0.413. g

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In panel RRS for safety related skid 130 and 131:

From GA Report 04038903-1SP section 3.3.1 Table 3-6 the 1st mode frame frequency is 27.9 Hz in the side toside direction (north south skid 130 and east west skid 131). The 2nd mode frame frequency is 35.4 Hz. in thefront to back direction (north south skid 131 and east west skid 130). See Ref. 2.17 and 2.19 for skid orientationand elvation. Since the 1st mode frequencies are greater than 1/2 of the cut off frequency no 2nd modefrequency need be considered. The frame was rigid in the vertical direction. The frame is a tube steel structureand local panel frequency need not be considered since the seismic testing of components provided by GA04038903-1 SP has accounted for the local effects (i.e. boxes housing the components).

For these frequencies the SSE acceleration from the Auxiliary Control Building El 711.5 NewDesign/Modification ARS (Ref. 2.6) at 3% damping are as follows:

APk.1.NS := 0.44. g APk,2.NS:= 0.00. g Azpa.k.NS 0.43. g

Apk.I.EW:= 0.49, g Apk,2.EW:= 0.00. g Azpa.k.EW:= 0.49. g

Azpa.k.V:= 0.25. g

APk.1 is the panel acceleration at the first mode frequency.


APk 3 is the acceleration corresponding to the panel local frequency.at the device location.



The device location at the top of the panel is only considered since it has a greater input acceleration.

X is the device position ratio. x is the height from the groundL to the device and L is the total height of the panel.

x:= 68. in L:= 68. in (Ref. 2.7)

S :=- S 1L


N-S Required Response Spectra (SSE 5% Damping):

APk.NS : j(1.6.S Apk.1.NS) (1.0 S. Apk.2.N) + Azpa.k.NS2

APk.NS = 0.825- g



From Page 33 of Ref. 2.4, m := 2.3314

ANS b

b:= 0.45. g

fNS 1 := 1 - Hz ANSI = 0.45. g

ANS2 = 4.125. gANS2 := 5- APk.Ns

( ANS 2'fNS 2 b

fNS 3 :=16. Hz

fNS 4 :=33 Hz

fNS 5 33- Hz

fNS 6 100. HZ

mHz

fNS 2 = 2.586. Hz

ANS3 :ANS2

ANS4 2. APk.NS

ANS5 APk.NS

ANS := APk.NS

ANS3 = 4.125. g

ANS4 = 1.65. g

ANS5 = 0.825. g

ANS6 = 0.825. g

Truncated N-S Required Response Spectra (SSE 5% Damping):

fTNS 1 := 1Hz ATNS 1 := b ATNS1 := 0.45. g

Between 1 Hz and 90% of the first natural frequency of the skid frame the truncated RRS must not intersect the5% building ARS. To prevent this, Ref. 2.4 section 4.2.2.2.d requires the truncated RRS to be adjusted to clearthe first peak of the broadened floor spectra at 90% of the lower boundary of the broadened plateau of the firstpeak. Using digitized north-south SSE from the Auxiliary Control Building El 711.5 New Design/ModificationARS (Ref. 2.6) at 3% damping the first peak occurs above 4.5 Hz with an acceleration of 1.663 G. Adjusting thetruncated RRS to clear the 5% ARS plateau at 90% of 4.5 HZ the second point of the truncated RRS iscomputed as follows:

fTNS 2 := .9 . 4.5Hz fTNS 2 = 4.05; Hz ATNS : f.1.633. g ATNS2 = 1.265. g



fTNS3 := .9. 27.9Hz fTNS 3 = 25.11 -Hz




fNS 4 -fTNS3ATNS ANS + -- ANS4

3 4 fNS 4 -fNS 3 3

ATNS 2.798. g.3


fTNS4 33. Hz

fTNS5 33. Hz

fTNS 6 := 100- Hz

ATNS 4 := 2. APk.NS

ATNS := APk.NS

ATNS6 APk.NS

ATNS4 = 1.65. g

ATNS5 = 0.825 g

ATNS6 = 0.825 g

E-W Required Response Spectra (SSE 5% Damping):

Apk.Ew := (1.6- S -Apk.I.Ew) 2 + (1.0. S. APk.2.EW) 2 + Azpa.k.EW2

APk.EW = 0.925. g


fEW1 := 1 • Hz

AEW2 :=5- Apk.Ew

1

rAE W 2 )

M

fEW2 - Hz

m:= 2.3314 b:= 0.45- g

AEW1 := b AEW1 = 0.45. g

AEW2 = 4.623. g

fEW2 = 2.716. Hz

fEW3 =16. Hz

fEW := 33. Hz

fEW5 :=33- Hz

fEW := 100. Hz

AEW 2

AEW4:= 2 APk.EW4

AEW := APk.EW

AEW,: APk.EW

AEW 3=4.623.g

AEW4 =1.849-g

AEW =0.925.g

AEW 6=0.925.g

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Truncated E-W Required Response Spectra (SSE 5% Damping):

fTEW 1 := 1Hz ATEW := b ATEW 0.45. g

Between 1 Hz and 90% of the first natural frequency of the skid frame the truncated RRS must not intersect the5% building ARS. To prevent this, Ref. 2.4 section 4.2.2.2.d requires the truncated RRS to be adjusted to clearthe first peak of the broadened floor spectra at 90% of the lower boundary of the broadened plateau of the firstpeak. Using digitized east-west SSE from the Auxiliary Control Building El 711.5 New Design/Modification ARS(Ref. 2.6) at 3% damping the first peak occurs at 5.0 Hz with an acceleration of 2.56 G. Adjusting the truncatedRRS to clear the 5% ARS plateau at 90% of 5 HZ the second point of the truncated RRS is computed as follows:

fTEW2 := .9. 5Hz fTEW 2 = 4.5- Hz ATEW2 : '2.56- g ATEW2 = 1.983 g



fTEW 3 := .9- 27.9Hz fTEW 3 = 25.11. Hz


fEW4 - fTEW 3

ATEW3 := AEW4 + fEW4 - fEW3 (AEW3- AEW4)

ATEW = 3.136" g


fTEW4 33. Hz ATEW := 2 - APk.EW ATEW = 1.849. g

fTEW := 33- Hz ATEW APk.EW ATEW5 = 0.925" g

fTEW 6 := 100. Hz ATEW6 APk.EW ATEW6 = 0.925. g

V•.




APk.v:= Azpak'V


fv 1 := 1 • Hz

Apk.v = 0.25. g

m := 2.3314

AVlI := b

b:= 0.45. g

Av, = 0.45. g

Av2 := 5 - Apk.v AV2 = 1.25. g

1

fv,2 :: ,-- .Hzfv2 = 1.55. Hz

fv3 =16. Hz

fV4 =33. Hz

fv := 33. Hz

fv 6 =100 Hz

AV3 := AV2

Av4 = 2. APk.v

AV5 := Apk.v

AV6 := Apk.v

AV3 = 1.25- g

AV4= 0.5.g

Av5 = 0.25. g

AV6 = 0.25. g


fi-V 1 := 1Hz ATV1 := b A-T1 1 := 0.45. g

Since the skid frame is rigid in the vertical direction the first natural frequency is conservatively taken as 33 Hz. Theacceleration Value for 90% of the first natural frequency of the skid frame is computed as follows:

fV 2 := .9- 33Hz fTV2 = 29.7. Hz


f4 fT2AT-' :=A V4 + f' .-f',2 fV ~4 fV3 3 V)

ATV-', = 0.646. g2eii n..R vson .. R vso .

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fTV 3 33.Hz

fTv 4 33. Hz

fT, :=100 -Hz

ATV3: 2 . APk.v

ATV 4 :=APk.v

ATV 5 :=APk.,

ATV3 = 0.5" g

ATV 4 = 0.25. g

ATV5 = 0.25- g



ANS

SAJ

<~ AV,

RRS for Skids 2-RE-90-130 & -131 @ 68" (SSE 5% Damping)100

.0( ... ... ... ........i...".N orth•-South•'... ...... ..... .. ......... .. ...... ...... .... ! ..................... .. .. ....... ...-- --.... i ..... .. .... ......... ....... . ........ ........ . ... ................ ... ....... ...... ... !.............. .. ... ... .. . V ea r -Wc a l: : • -.- - y ertical j

... .......... ..... ....... .......... .... ....... . ... .. . . .. . . . . .. . . ... .: ... . ... ...... ..... ....... ..... . .... . ... . ..... ..... .. ' " ..... .. . . .. ......... .. .. ........ ... . . . .. . . . . . . ... -----......... .. .. . ... .. ... ... ..... ..... .......................... ...

...................................................................... ... ..........._. ... ....... ............ ............................ .......... ...

.................. .. ...... ........... ...................... ..... ............. ...... ........... ... ........... .. ................ .......--...... ...................... .... ........................................ ....... .......

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

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

............................................ .............. ................-.............................................................------- ........ .....................................I........... ........- "'.'.".".". ......

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

---------------------------

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

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

. 1 10

fNS fEW fvHz 'iHz' Hz

Frequency (Hz)

100

North-South East-West Vertical


1.0 0.45 1.0 0.45 1.0 0.452.6 4.13 2.7 4.62 1.6 1.2516.0 4.13 16.0 4.62 16.0 1.25

33.0 1.65 33.0 1.85 33.0 0.50

33.0 0.83 33.0 0.93 33.0 0.25100.0 0.83 100.0 0.93 100.0 0.25

For Skid 2-RE-90-130, North-South is side to side and East-West is front to back.For Skid 2-RE-90-131, North-South is front to back and East-west is side to side.

Revision ... Revision .. Revision ...Originator: ..... Date: ...... Originator: ....... Date: ....... Originator: ...... Date: ...........Checker: ................. Date: ...... Checker: ...................... Date: ....... Checker: .................. Date: ..........


Truncated RRS for Skids 2-RE-90-130 & -131 @ 68" (SSE 5% Damping)

ATNS

6E ___

< T

-. g

1 10 100

fTNS fTEW fTVHz Hz Hz

Frequency (Hz)



1.0 0.45 1.0 0.45 1.0 0.454.1 1.27 4.5 1.98 29.7 0.6525.1 2.80 25.1 3.14 33.0 0.50

33.0 1.65 33.0 1.85 33.0 0.25

33.0 0.83 33.0 0.93 100.0 0.25

100.0 0.83 100.0 0.93

For Skid 2-RE-90-130, North-South is side to side and East-West is front to back.For Skid 2-RE-90-131, North-South is front to back and East-west is side to side.

Revision ... Revision ... Revision ...Originator: ............. Date: ..... Originator: ................... Date: ....... Originator: ............... Date: ...........Checker: ................. Date: ...... Checker: ...................... Date: ....... Checker: .................. Date: ..........


According to Section 4.3.1 of Ref. 2,5, the OBE Required Response Spectra (RRS) will be developed using70% of SSE levels:

N-S Required Response Spectra (OBE 5% Damping):

APk.NS := 0.701 (1.6. S. Apk.I.NS)2 + (1.0. S" APk.2.NS) 2 + Azpa.k.NS 2

APk.NS = 0.577. g

From Page 33 of Ref. 2.4, m:= 2.3314 b := 0.45. g

fNS 1 • Hz ANS b ANS1 = 0.45. g

ANS2 := 5. APk.NS ANS 2.887. g

1

(ANS2 m

fNS 2 . Hz fNS 2 =2.22. Hz

fNS 3 16. Hz ANS 3 : ANS2 ANS 3 = 2.887. g

fNS4 := 33. Hz ANS4 2 , Apk.NS ANS4 = 1.155- g

fNS 5 := 33. Hz ANS5 APk.NS ANS5 = 0.577. g

fNS 100 - Hz ANS6 APk.NS ANS6 = 0.577 g

E-W Required Response Spectra (OBE 5% Damping):

APk.EW := 0.70. (1.6. S. APk.,.EW) 2 + (1.0. S. APk.2.EW) 2 + Azpa.k.EW2

APk.EW = 0. 6 4 7 . g




fEW1 := 1 • Hz

AEW2 := 5- A.EW

m := 2.3314

AEWI := b

b:= 0.45. g

AEW1 0.45. g

AEW2 =3.236. g

1

AEw2 ) M

fE2 := Hz fEW =2.331 Hz

fEW := 16. Hz AEW3 := AEW2

fEW := 33. Hz AEW4:= 2 . APkEW

fEw 5 := 33- Hz AEW := APkEW

fEW6 :=100- Hz AEW APk.Ew


APk.v := 0.70 . AzpakV APkv = 0.175. g

AEW3 = 3.236- g

AEW4 = 1.294. g

AEW5 = 0.647. g

AEW6 = 0.647. g


fvI := 1. Hz

AV2 := 5. APk.v

m := 2.3314

AV := b

b:= 0.45- g

AV, = 0.45. g

Av2 = 0.875. g

fV v 2

S:=1 .Hzfv 3 :=16. Hz

fv := 33. Hz

fv := 33. Hz

fv := 100 Hz

fv2 = 1.33. Hz

Av3= Av2AV3 AV2

AV :4 2 APkv

AV := APk.v

AV := APk.v

Av3 = 0.875. g

Av4 = 0.35. g

Av5 = 0.175. g

Av6 = 0.175. g

Revision Revision RevisionRevision .. Revision ... Revision ...

Originator: ............. Date: ...... Originator: ................... Date: ....... Originator: ............... Date:.Checker: ................. Date: ...... Checker: ...................... Date: ....... Checker: .................. Date: ..........


RRS for Skids 2-RE-90-130 & -131 @ 68" (OBE 5% Damping)

ANS

~AE.2 gW

U

< A

100"

NS fEW fVHz 'Hz' Hz

Frequency (Hz)



1.0 0.45 1.0 0.45 1.0 0.45

2.2 2.89 2.3 3.24 1.3 0.88

16.0 2.89 16.0 3.24 16.0 0.88

33.0 1.16 33.0 1.29 33.0 0.35

33.0 0.58 33.0 0.65 33.0 0.18

100.0 0.58 100.0 0.65 100.0 0.18

8.0 Conclusion:

The above curves are the required response spectra for the safety related radiation monitoring equipment tobe installed on WBN Unit 2 MOR Panels 2-M-30 (provided with Rev. 0 of this calc.), 0-M-12 and skids forWBIN-2-RE-090-01 06, WBIN-2-RE-090-0112, WBIN-2-RE-090-0130 and WBIN-2-RE-090-0131. These RRScurves can be used for comparison to vendor seismic test reports for qualification of the WBN Unit 2 safetyrelated Radiation Monitoring equipment.

Revision .. Revision .. Revision..Originator:......... Date:... Originator ............. Date: ... Originator: .......... Date: .....Checker:............ Date: .... Checker: ............... Date: .... Checker:............. Date: .....

ProjectWBN2CCPCalculation Sheet Project NoN2C

Job No. 25402

Subject REQUIRED RESPONSE SPECTRA FOR EVALUATION OF Caic. No. WCGACQ0766

RADIATION MONITORING EQUIPMENT Sheet No. 1 of 1

Prepared: SEE COVER SHEET Date Sheet Rev. This Sheet Replaced By 001


REFERENCES

12.0 ATTACHMENTS

ATTACHMENT TABLE OF CONTENTS

No. of Pages

Attachment Table of Contents

Attachment A: Copy of Refs. 6.6-6.9 & 6.11

Attachment B: Copy of LSWD-536

1

5

8

TOTAL No. OF ATTACHMENT PAGES 14

EDCR NUMBER 52338-A

DRAWING REVISIONAUTHORIZATION

(DRA)

PAGE JIO

DRA NUMBER 52338-005

PAGE 1 OF 1

JOB NO. DWG TYPE DRAWING NUMBER REV. NO. DWG TITLE & CATEGORY

25402 CC 2-47W605-156 0 (NEW DWGS ONLY)Afttchment NO.- A -

OTHER DOCUMENTS AFFECTED BY THIS CHANGE Sheer• 1./s/

SEE EDCR INDEX Calculatio No.j A oaft A

DESCRIPTION OF CHANGE

REVISE

z0

0U-z

.z0

=T407 - T4- 451 44-06 r4 4G-7'ý--

I I~I~I~I~I I

NOTE TO DRAFTER:DRA 52374-12 IS

(DO NOT INCORPORATE)A PREDECESSOR DRA.

REV PDATE CHECKED BY / DATE CHANGE REFERENCE

0 fi°t- to EDCR 52338-AlUAiMJur-A111.1110UU

r

I

EDCR NUMBER 52338-A

DRAWING REVISION PAGE I'7ý

AUTHORIZATION•(DRA) DRA NUMBER 52338-038

PAGE 1 OF 1

JOB NO. DWG TYPE DRAWING NUMBER REV. NO. DWG TITLE & CATEGORY

25402 CC 2-47W605-157 0 (NEW DWGS ONLY)

Attachment No. AOTHER DOCUMENTS AFFECTED BY THIS CHANGE Sheet __ '.-- w am

SEE EDCR INDEX Calculation No. L1COr-AC-L7 ..A- Adl

DESCRIPTION OF CHANGE

kCD

CONSTRUCTION NOTE: (DO NOT INCORPORATE,)-DRA 52374-13 IS A PREDECESSOR DRA. VISE-INSTALL GENERAL ATOMIC NIM BIN FROMCONTRACT 77448 INTO 2-M-30 USING TYPIC_.1.CUTOUT 2-47A605-244.iN FORMATION

" ONLYREV PREP4ARED BY /,DATE CHECKED BY / DATE CHANGE REFERENCE

o ,EDCR 52338-A

2"02-aur-Gow-agow-um v' r

General Atomics Electronic Systems Drawing

04034100, Revision C, Outline High Range Area Monitor System

* ,~ ~

Wl

*ij I ____________ _________m]

f.IM ___, ____"

z.

DRAiING REVISION AUTHORIZATION IORA) 2402

Attachment No. 4

Sheet. 1Calculaton No.

S523

INFORMATION

*: >ONLY

ELECTRIC PANEL CUTOUT ORIENTATION

GENERAL & CtEC'vi- 1- -1-1-

ODPENEA

AfttachmefltN- A -W,1

Calculation

J!

~ISTftIOUTON PAULE

S eOR MTS I

4-Li

ZfTRISASTWA4 PAK"S.

1;A

*'Samfl GF`

E BRM N wSI9

sp.,C emm s im

IRt.LACIDII cusr-r

V IfIStO liii

LI INFORMATION> ONLY

ri~CONTRACT NO. 61K-920792

cORTROL BAYswItCNNOAVDSCONTROL ROOM AfOS -0. Wr mSid. flOS.FRONT ELEVATION *SHEET I

WATTS RAft NUCLEAR PLANT

mia'ui

*WI1 S'$1

Aft I TM JDIESU . 544..15 AniJTOTY7TI . ...... " ", .-1 I " .

~-*-* --- *i I. **..... I

Watts Bar Unit 2 Construction Completion ProjectWalkdown Procedure for

GENERAL WALKDOWN REQUIREMENTSWDP-GEN-IAppendix E

LIMITED SCOPE WALKDOWNS PA C•C I oFB

LIMITED SCOPE WALKDOWN PACKAGE COVER SHEETAttachment E2 Page 1 of I

PACKAGE NUMBER LSWD - 536 This Sheet Added ByRev. -,/

REVISION 0

TITLE Verify dimensions of Panel 0-M-12 for CALC WCGACQ-0766.

SCOPING DOCUMENT (IF APPLICABLE) N/A Attachment No. 6Sheet / .-I-_-W / / //, z.Calculation No. L O

P REPARED BY-4Tirythy R Belk

APPROVALS/ REVIEW 1./ZZ.11,/ Robert G Brown

RESPONSIBLEORGANIZATION SUPERVlSOW:ýýýýýýUV

Bill C Perkins

AN

W~AWDOWN TEAM LEADER

(Verifier)

Watts Bar Unit 2 WDP-GEN-1 Rev 14 Page 44 of 44

/,WO-536Watts Bar Unit 2 Construction Completion Project

Walkdown Procedure forGENERAL WALKDOWN REQUIREMENTS

WDP-GEN-1Appendix E

LIMITED SCOPE WALKDOWNS PAC•I .Zo 8

LIMITED SCOPE WALKDOWN REQUEST AND DATA COLLECTING FORM.Attachment El PAGE 1 OF 2

INITIATING DOCUMENT WCGACQ-0766

LOCATION (Unit, Building, Elevation, Room, Column Lines)UNIT 0, CONTROL BLDG, EL.-755',CONTROL ROOM, 6'Nof P & 12'W of C6.

This Sheet Added ByRev. 2a/

SCOPE Engineering Walkdown for actual dimension to top of 2-RM-90-106 -NIM BINon Front Face of Panel 0-M-12 in Main Control Room for CIVIL CalculationWCGACQ-0766

Attachment No. A'Sheet - ,Calculation No. UC6';.ý2- o 1.(

DATA TOLERANCE REQUIREMENTS Current Design Criteria

BECHTEL CIVIL ESQ / /z/1iDATENAME / SIGNATýRE- "- REQUESTING

ORGANIZATION


Watts Bar Unit 2 Construction Completion ProjectWalkdown Procedure for

GENERAL WALKDOWN REQUIREMENTSWDP-GEN-lAppendix E

LIMITED SCOPE WALKDOWNS PA 4 3 OF

LIMITED SCOPE WALKDOWN REQUEST AND DATA COLLECTING FORMAttachment El PAGE 2 OF 2

PERFORMING ORGANIZATION BECHTEL CIVIL DESIGN

RESULTS See attached DATA Sheets

This Sheet Added ByRev. A"'/

Attachment No._______Sheet - nCalculation NO'-•6 6ý

l

WALI)bOWN TEAM MEMBER SIG9 URE. DATE ,,,WALKDOWN TEA1' LEADER(Verifier)

SIGNATURE DATE '


L~SW - 5S34Watts Bar Unit 2 Construction Completion Project

Walkdown Procedure forGENERAL WALKDOWN REQUIREMENTS

WDP-GEN-1Appendix C

Walkdown Package

Attachment C7

WP No. LSWD- 536 Rev. 0 Page -4 of

Unit I/Unit 0 Operations ReviewCircle item number(s) below that apply and obtain appropriate signatures.

A. Walkdown Package requires Critical Evolutions review.

1. Unit l/Unit 0 component with risk of Unit 1 reactor/turbine trip/ OR ESF ACTUATION.

2. Unit 1/Unit 0 component-with risk of Unit 1 runback. This Sheet Added By'Rev. •' /3. Other

alkdown requires coordination with Unit land 2 Operations Department."-• 2dAttachment No._________

2 equipment energized for Ul operation.. " alhee t io N --U A0 0, 74-1• ~Calculation No.W/C•,-C o 7(/-

ersonnel required in Unit 1/Unit 0 area other than normal egress.

S3lose proximity to electrical boards, panels, or components that could cause a Unit I9A-Alarm condition or perturbation.

4. Unit l/Unit 0 component in train/channel .room outside normal work week.

5. Other 61'"- ,• ,'

C. Walk down requires Unit 2 Operations Department review only

1. Unit 2 de-energized mechanical equipment in Unit 2 space

2. Unit 2 de-energized electrical equipment in Unit 2 space with no nearby Unit 1/Unit 0electrical equipment.

3. Other

Unt Operations Review ". V 4L t'. Dat

• Unit 1 Operations Coordination Dat Z• 7- 1

Critical Evolutions Review aJ/ 4. ,4 o•.t


WDP-GEN-1Appendix C

Attachment C2Walkdown Package Record of Revision

WP NO. LSWD 536 Rev Page 5 -of &

SCOPE OR TITLE OF WALKDOWN PACKAGE

DESCRIPTION: VERIFY DIMENSIONS ON PANEL 0-M-112

Revision Date Description of RevisionNo..0 /iz z i INITIAL ISSUE

___ I ___ Ithis Sheet Added ByRev. e

Attachment No. ,•'Sheet J-- -40f---AL&? /7/1Calculation No. _6.&4C a o 7i 1


I I-SOgaLI , I -I1, , , , , . . . . I , , 1 1 . . . I,, I , , 4. j . ,, , I . . .. 5 . . .. I . . .. 6, , .. . . I . 7. . . j,, I, I , , A, 9 0( I I

A-

B-

D--

aThis Sheet Added ByRev. 00/

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Attachment No.St~t t~ao,.n ts...,Sheet .. Z~

Calculation No. -7,f'i

G-

-T .- L. ý-ATfl R K;nt

a

1-1 A-Aat=411,S- lnIS

CONTROL UNIT 1 ONLY

ELECTRICALLAYOUT OF CONTROL BOARDS

WATTS GAR NUCLEAR PLANTTENNESSEE VALLEY AUTORITY

H-

*-SStIS I~TST 471655-1

toj,.-, I ' 47WEO5-1 - P

_ _ _ _ I I I I I7 1 1 1 1 ý I I I. ý I A . IflI.a S.r .. A-A - -, . . .J . . .I . . . 2 . . . [ r • i IT J • I • i pn~~w ~ ll • [ Irl I IT I I i I I l t l l t L I r t I Ii I I I I?

6. i 7

I INTAINED SAI I AS CONSTRUCTED

OA4Z 7 CirOAAI~ ~

WATTS OkR NUCL[ARPLAN

WATTS BAR NUCLEAR PLAMTNT

~mm La~

I ~rn~mm~m~mm~mrn~I rnrnmmm~

cimrnmmm~

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E:E!nr:nmmE:1000=0..=0000==E

M --M --J-

This Sheet AddeRev. .4/

Attachment No; ..SheetZ__-O•_•Calculation No. kC£•,

-EDCR 55801

.... ., n, -

jBy

111No 111:1 00 I. I_000 00 00 0

' ~ - ' - -' - - - ' -7'- -' -1' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ------ -----

0 0 0 0 0

-0 -0M-0 .- 1 0L 0-

-0000

1M. -EMR 355010

0......E OI coma

iI ý4' M- I---

PANEL 0-M,11 •/.. 7•-' I75~~*' I--- -

Infoffnation n9

4SW? - 5736

7ToP o -Z- f1-I9O- g -10 M/i< 8//V' PAC-Cgoi-S

Ný 0000

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I This Sheet AddedI.Rev. D

Attachment No.

By

Calculatio On - L -c ý-

00 X 89 72&A~ 0 ~

62 - /~-/ 2

WA-bTM 107'a

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