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ATTACHMENT (4) Non-Proprietary -- Vendor Report S-PENG-CALC-008, "Nozzle Loads for which SONGS Bottom Mounted PRZ MNSA was Qualified" Calvert Cliffs Nuclear Power Plant, Inc. March 14, 2001

Nozzle Loads of which SONGS Bottom Mounted PZR MNSA was ... · Title: Nozzle Loads for which SONGS Bottom Mounted PZR MNSA was Qualified Document Number: S-PENG-CALC-008 Revision

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ATTACHMENT (4)

Non-Proprietary -- Vendor Report S-PENG-CALC-008,

"Nozzle Loads for which SONGS Bottom Mounted

PRZ MNSA was Qualified"

Calvert Cliffs Nuclear Power Plant, Inc. March 14, 2001

Design Analysis Title Page WESTINGHOUSE NON-PROPRIETARY CLASS 3

Title: Nozzle Loads for which SONGS Bottom Mounted PZR MNSA was Qualified

Document Number: S-PENG-CALC-008 Revision Number: 01

Quality Class:

0 QC-1 (Safety-Related) [E QC-2 (Not Safety-Related) E QC-3 (Not Safety-Related)

1. Approval of Completed Analysis

This Design Analysis is complete and verified. Management authorizes the use of its results.

Cognizant Engineer(s)

Mentor Z None

Independent Reviewer(s)

Management Approval

Printed Name

K_ H. Haslinger

D. J. Ayres

R. 0. Doney

SignatureDate _______ a- -

C04

2. Package Contents (this section may be completed after Management approval):

Total page count. including body, appendices, attachments. etc. List associated CD-ROM disk Volume Numbers and path names:

Note: CD-ROM are stored as separate Quality Records

0 None

CD-ROM Volume Path Names (to lowest directory which unmquely apphies to this document) Numbers

Total number of sheets of microfiche: 0 None

Other attachments (specify): QA Forms (8 pages)

3. Distribution:

QA(2)

Number of sheets:

Date

3151M

AlL UKIl JFqk lip ip

S-PENG-CALC-008, Rev. 01

Page 2 of 13 Contingencies and Assumptions

Title: Nozzle Loads for which SONGS Bottom Mounted PZR MNSA was Qualified

Document Number: S-PENG-CALC-008 Revision Number: 01

ABB Combustion Engineering Nuclear Operations

Instructions: List below all contingencies and assumptions on this Design Analysis that must be cleared before structures, systems or components to which they apply are put into service. Types of contingencies and assumptions:

Internal contingencies/assumptions are those which are CENO's responsibility to clear.

External contingencies/assumptions are those which are the customer's responsibility to clear.

Contingencies/assumptions which are CENO's responsibility shall be cleared by the Cognizant Engineer using one of two mechanisms described in paragraph 3.8 of QP 3.4. A copy of this form is to be given to the Project Manager who is responsible for assuring that all contingencies and assumption on a project which are CENO's responsibility to clear are cleared, and those which are the customer's are transmitted to them.

If there are no Internal or External Contingencies/Assumptions, then this form need not be included in the Design Analysis.

Type of Contingency/Assumption Contingency/Assumption

E] Internal [-- External

[-" Internal [- External

F-l Internal F- External

"- Internal -' External

F" Internal '- External

"4' lip iP "AL IRS-PENG-CALC-008, Rev. 01

Page 3 of 13

RECORD OF REVISIONS

ABB Combustion Engineering Nuclear Operations

Revision Issue Author Independent Management Revised Pages Number Date Reviewer Approver

Replaced Added Deleted

00 02/03/98 K. H. Haslinger D. J. Ayres R. 0. Doney n/a n/a n/a 01 3/05/98 K. H. Haslinger D. J. Ayres R. 0. Doney all n/a n/a

111111 "'P IP S-PENG-CALC-008, Rev. 01

Page 4 of 13

TABLE OF CONTENTS

1.0 INTRODUCTION ................................................. 5

2.0 SIG N IF IC A N T R E SU L T S .............................................................................................. 5

3.0 D E T A IL E D A N A L Y SIS ................................................................................................. 6

4 .0 R E F E R E N C E S ............................................................................................................. 13

APPENDIX A - REFERENCE M ATERIAL ...................................................................... A1-A3

APPENDIX B: QUALITY ASSURANCE FORMS ..................................................... B-B8

ABB Combustion Engineering Nuclear Operations

"'P4LIP

S-PENG-CALC-008, Rev. 01

Page 5 of 131.0 INTRODUCTION

Mechanical Nozzle Seal Assemblies (MNSA) will be installed at various instrument nozzle locations at Southern California Edison (SCE), San Onofre Units 2 and 3.

The MNSA is a mechanical device that acts as a complete replacement of the "F' weld between the Inconel 600 instrument nozzles and either the Hot Leg pipe, the Pressurizer vessel, or Steam Generator shell. The function of the MNSA is to prevent leakage and restrain the nozzle from ejecting in the event of a through-wall crack or weld failure of a nozzle. The potential for these events exists due to primary water stress corrosion cracking.

2.0 SIGNIFICANT RESULTS

ABB Combustion Engineering Nuclear Operations

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S-PENG-CALC-008, Rev. 01

Page 6 of 13 3.0 DETAILED ANALYSIS

DETERMINATION OF NOZZLE LOADS FOR WHICH SONGS PRESSURIZER BOT7OM MOUNTED MNSAs WERE SHOWN "ACCEPTABLE" DURING ABB-CE SEISMIC TEST

ABB Combustion Engineering Nuclear Operations

AL li li "PS IP IP

S-PENG-CALC-008, Rev. 01

Page 7 of 13

ABB Combustion Engineering Nuclear Operations

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S-PENG-CALC-008, Rev. 01

Page 8 of 13

ABB Combustion Engineering Nuclear Operations

S-PENG-CALC-008, Rev. 01

Page 9 of 13

ABB Combustion Engineering Nuclear Operations

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S-PENG-CALC-008, Rev. 01

Page 10 of 13

ABB Combustion Engineering Nuclear Operations

A•L IkKI

S-PENG-CALC-008, Rev. 01

Page 11 of 13

ABB Combustion Engineering Nuclear Operations

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Page 12 of 13

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S-PENG-CALC-008, Rev. 01

Page 13 of 13 4.0 REFERENCES

4.1 Design Report No. S-PENG-DR-005, Rev. 00, "Addendum to CENC-1365 and CENC-1507 Analytical Report for Southern California Edison San Onofre Units 2 and 3 Piping".

4.2 TR-PENG-033, Rev. 00, "Seismic Qualification of the San Onofre Units 2 & 3 MNSA Clamps for Pressurizer Instrument Nozzles and RTD Hot Leg Nozzles".

4.3 TR-PENG-042, "Test Report for MNSA Hydrostatic Test and Thermal Cycle Test," July 3, 1997.

4.4 ABB-CE Drawing E-MNSA-228-008, Rev. 02, MNSA Seismic Test Fixtures.

4.5 Roark's Formulas for Stress and Strain, Sixth Edition.

4.6 Dubbels Taschenbuch fir den Maschinenbau, Zwolfe Auflage, 1966.

4.7 TR-PENG-050, "Test Report for MNSA Hydrostatic Test," January 22, 1998.

4.8 ASME Boiler and Pressure Vessel Code, Section III, 1989 Edition (no Addenda).

ABB Combustion Engineering Nuclear Operations

AL MII "'PLIP i

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Page A l of A3

APPENDIX A

3 Pages

REFERENCE MATERIAL

(Beam Deflection and Rotation Formulae)

ABB Combustion Engineering Nuclear Operations

CID

a Ca

CD

0D I

U. I L

M.1 *

CD V

It qt V 1 04I a

- * 7to,

-i' a

mg ~ ~ a. a I

TAIL 3 Show, m.m0 l, slope. sad dOO.N" lormola OW Olasf asght b eI ms NOTATION: W- load (force); w. -unit load (forcc per unit Icaigilh); Ml.- applied couple (1rrce-kCmgslh); 0. = externally creamed (uoneimfaled angular displacement (radians); A. - externally created con,-entraled lateral displacement; 7, and 72 = temperatures on the sop and boitom suwdces, reqpcctivcly (degrees). R, and R, are the vertical end reactions as the lelt and right, respectively, amd are positive upward. Ali and Ms are the reaction end moments at the Bell and right, respectively. All mnonummts are positive when producing comnpressionm on the upper portiona of the beam crow section. The iransvcrse shear force Vis positive whcll acting upward o1 the lelt emd ol'a portion of the beam. All applied loads. couples. and displaccntsnis arc positive as shown. All deflections are positive upward, amd all slopes are positive whie up and to the right. E is the modulus of elaosticity of she beam material, and I is the area moment of imiertia about the cemairoidal axis of the beam cross section. y is the temnperature coceficient of expansion (unit strain per degree)

A. r iiww m 10410

3> a, C)

Cn

0

CO

CD :3

m

C C

0

(I)

5.

"0 0 CD 0)

Ch1b. Lf ed dd. i&

4111d Ged

-s

"Iamse..ker, h. . I = a. - so(, -.. )* .ssbem..w =M m i IIA At , .0 )

LI Si SI I S = t = r + - "+

IAW,. -r P-4 II¢ m . • k 0 .I• .do dW. (. - .), I

5... . . .e,, ee ...

Al,- it J

,A = 31. + .3 lEI

JR. - W Ml . - Wil - ,

#J` = 0 ', = 0

M4 ; -. i'

' - w *l't +.)

. =w M, = - .1

05'

M., I- .st . ..blow .6-. Jn. . .d.ss.s i.. -4 .1 A l, .,..J. I .. i., ama -h.... - is

oill

Il

Slt --. 1 : l4l m i.d r+lo = --III , .. mI

M.. -MM~. ~ 1 ~"N~.01-- = - S I 5.

�0

OQ

a

0

i-i

t*5A .. ts.. sisixt e

eeId ,ea3I

(1D

"CD

'pi 'P" go! go

/2ý

(I

CD

C0

R'.0=;4

S-PENG-CALC-008, Rev. 01

Page BI ofB8

APPENDIX B

QUALITY ASSURANCE FORMS

8 Pages

ABB Combustion Engineering Nuclear Operations

S-PENG-CALC-008, Rev. 01

Page B2 of B8 Design Analysis In-Process Approvals

ABB Combustion Engineering Nuclear Operations

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Page B3 of B8 Verification Plan

_.

ABB Combustion Engineering Nuclear Operations

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Page B4 of B8 Design Analysis Verification Checklist

ABB Combustion Engineering Nuclear Operations

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Page B5 of B8 Design Analysis Verification Checklist

A D --

0 Cuomustion Engineering Nuclear Uperations

S-PENG-CALC-008, Rev. 01

Page B6 of B8 Design Analysis Verification Checklist

ABB Combustion Engineering Nuclear Operations

S-PENG-CALC-OOg, Rev. 01

Page B7 of B8 Design Analysis Verification Checklist

ABB Combustion Engineering Nuclear Operations

S-PENG-CALC-008, Rev. 01

Reviewer's Comment Form

Page I of 1 Title: Nozzle Loads for which SONGS Bottom Mounted PZR MNSA was Qualified

Document Number: Nozzle Loads for which SONGS MNSAs Revision Number: 01 are Qualified

Comment Reviewer's Comment Response Author's Response Response Number Required? Accepted?

i. *iI

i 4 4 I

t It i

1 4 4

1 4. 41 4- .1.

1 4. 1 J.

4- I Ij i 4 I

t 4 1 1

t I I I1 i

ABB Combustion Engineering Nuclear Operations

P•