ML16351A249

Cooper Nuclear Station - HPSW Wall Thinning- 1601004.301 - Appendix a Sipe Files

ML16351A249
Person / Time
Site:	Cooper
Issue date:	12/14/2016
From:	Structural Integrity Associates
To:	Office of Nuclear Reactor Regulation
Shared Package
ML16351A264	List: ML16351A247 ML16351A248 ML16351A249 ML16351A250 NLS2016076, 10 CFR 50.55a Request No. RR5-02 for Fifth Ten-Year Inservice Inspection Interval
References
Download: ML16351A249 (6)

Text

Enclosure 7.a RR5-02, Page 17 of 22 tJ Structural Integrity Associates, Inc. File No.: 1601004.301 Revision:

0 APPENDIX A SIPE FILES Attachment 8.1 ER2016-053, Page 13 of 17 Page A-1 of A-5 F0306-0IR2 Enclosure 7 .a RRS-02, Page 18 of 22 SJ Structural Integrity Associates, Inc. SIPE Input File Cooper HPSW Wall Thinning

-1601004.301 18, 18,0.3 490, 145,85347,299265,500190,6627 2.7,2.3,55000 I, 1.5, 1.5 0,0,0,0,0 0 Carbon Steel Category I 17.1,35,60,27880,300 NDO,AFM File No.: 1601004.301 Revision:

0 Attachment 8.1 ER2016-053, Page 14of17 Page A-2 of A-5 F0306-0IR2 J

Enclosure 7.a RR5-02, Page 19 of 22 SJ Structural Integrity Associates, Inc. SIPE Output File SIPE 3.1 Structural Integrity Associates, Inc. www.structint.com Date: 12/10/2016 4:27 PM Attachment 8.1 ER2016-053, Page 15 of 17 Input Data read from C:\inetpub\SIPE\SIPE\App

_ Data\work\ehouston\12-10-2016\sipOOOOO I .sip Analysis Title: Cooper HPSW Wall Thinning-1601004.301 Crack Geometry Orientation:

Nonplanar Flaw depth/Thickness (alt) = 1.0000 Flaw is Through-Wall Crack Length, Axial (in)= 1.5000 Crack Length, Circumferential (in) = 1.5000 l/circumf.

= 0.0270 Pipe Geometry Nominal Pipe Size (in) = 18.0000 Outer Diameter (in) 18.0000 Wall Thickness (in) 0.3000 Rm/t 29 .5000 Mean Circumference (in)= 55.6062 Loads Resultant DW Moment (in-lbs)

= 8.535E+04

. Resultant Seismic OBE Moment (in-lbs)=

2.993E+05 Resultant Seismic DBE Moment (in-lbs)=

5.002E+05 Resultant Thermal Moment (in-lbs)

6627.0000 Temperature (deg F) 145.0000 Pipe Pressure (psi) 490.0000 User-defined Safety Factors SFm 2.7000 SFb 2.3000 Total Mb (in-lbs)

5.500E+04 Material:

Carbon Steel Seamless/Welded Wrought CS Pipe and Pipe Fitting, YS<=40ksi (Category

1) Allowable Design Stress (ksi) = 17.1000 Code Yield Strength, Sy (ksi) = 35.0000 Code Tensile Strength, Su (ksi) = 60.0000 Young's Modulus (ksi) = 2.788E+04 Jlc (in-lbs/in"'2) 300.0000 Detailed Output Option -No Intermediate Output Failure Mode Options -All Failure Modes File No.: 1601004.301 Revision:

0 Page A-3 of A-5 F0306-0IR2 Enclosure 7.a RR5-02, Page 20 of 22 Integrity Associates, Inc. Number of Warnings in Inputs: 2 *** Warning:

Rm/tis >20, extrapolations will occur for EPFM and LEFM. Attachment 8.1 ER2016-053, Page 16 of 17 *** Warning:

Code Case N-513-3 analysis is limited to a maximum pressure of 275 psig --------------------------------

Analysis Results --------------------------------

tmin based on the hoop stress (in) = 0.2550 ---------

Nonplanar Crack Analyzed as Axial----------

Service Failure Pm Z Level Mode (ksi) Factor Allowable length A 14.7000 Limit Load EPFM LEFM B 14.7000 Limit Load EPFM LEFM c 14.7000 Limit Load EPFM LEFM D 14.7000 Limit Load EPFM LEFM u 14.7000 Limit Load EPFM LEFM 1.6926 2.2375 2.3209 2.5536 3.8381 3.4169 5.8584 4.5748 1.6926 2.2375 Final Service -------Allowable length--------

Screening length Level Limit Load EPFM LEFM Criteria 1.5000 1.5000 1.5000 1.5000 1.5000 A 1.6926 PASS B 2.3209 PASS C 3.8381 PASS D 5.8584 PASS U 1.6926 PASS NA NA NA NA NA 2.2375 PASS (SC= 0.4308, EPFM) 2.5536 PASS (SC= 0.4308, EPFM) 3.4169 PASS (SC= 0.4308, EPFM) 4.5748 PASS (SC= 0.4308, EPFM) 2.2375 PASS (SC= 0.4308, EPFM) ----------Nonplanar Crack Analyzed as Circumferential

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File No.: 1601004.301 Revision:

0 Page A-4 of A-5 F0306-0lR2 Enclosure 7.a RR5-02, Page 21 of 22 SJ Structural Integrity Associates, Inc. Service Failure Pm Pb Pe Z Allowable length Level Mode (ksi) (ksi) (ksi)

Factor A 7.3500 1.1755 0.0913 B c D u Limit Load EPFM LEFM 7.3500 Limit Load EPFM LEFM 7.3500 Limit Load EPFM LEFM 7.3500 Limit Load EPFM LEFM 7.3500 Limit Load EPFM LEFM 5.2971 8.0644 8.0644 0.7575 17.2652 1.8076 6.8707 5.0757 0.0913 17.6622 1.8076 8.4227 3.9925 0.0913 18.1649 1.8076 9.0944 4.3934 0.0913 20.3958 1.8076 12.1299 5.6490 0.0000 17.2652 1.8076 6.8707 5.3287 Final Service -------Allowable length--------

Screening length Level Limit Load EPFM LEFM Criteria 1.5000 1.5000 l.5000 1.5000 1.5000 A 17.2652 PASS 6.8707 PASS 5.0757 PASS (SC= 0.5263, EPFM) B 17.6622 PASS 8.4227 PASS 3.9925 PASS (SC= 0.7753, EPFM) C 18.1649 PASS 9.0944 PASS 4.3934 PASS (SC= 1.0407, EPFM) D 20.3958 PASS 12.1299 PASS 5.6490 PASS (SC= 1.0407, EPFM) U 17.2652 PASS 6.8707 PASS 5.3287 PASS (SC= 0.4955, EPFM) Number of Warnings in Inputs: 2 ***Warning:

Rm/tis >20, extrapolations will occur for EPFM and LEFM. *** Warning:

Code Case N-513-3 analysis is limited to a maximum pressure of 275 psig Number of Runtime Warnings:

0 ***End of SIPE 3.1 output***

File No.: 1601004.301 Revision:

0 Attachment 8.1 ER2016-053, Page 17 of 17 Page A-5 of A-5 F0306-01R2 ATTACHMENT 9.3 SHEET 1OF1 NPPD Cooper Nuclear Station Engineering I ER 2016-053 Report Number Quality Related:

0No Comment Section/

Page No. Review Comment Number NONE Verified/Reviewed By: Phil Leininger, --u '0, Attachment 8.2 ER2016-053, Page 1 of 1 TECHNICAL REVIEW COMMENTS AND RESOLUTION FORM Engineering Report Technical Review Comments and Resolutions Form Rev. I Title Review of SIA Calculation 1601004.301, Cooper High Pressure 0 RHRSW Thinning Evaluation oer Code Case N-513-3 Special Notes or Instructions:

N/A Response/Resolution Reviewer's Accept Initials

• ' Date 112-12-Resolved By: IN/A 2016 Site/Department:

EP&C I Ph. x5310 Date: I