ML16351A249

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 Attachment 8.1 ER2016-053, Page 13 of 17 tJ Structural Integrity Associates, Inc.

APPENDIX A SIPE FILES File No.: 1601004.301 Page A-1 of A-5 Revision: 0 F0306-0IR2

Enclosure 7 .a RRS-02, Page 18 of 22 Attachment 8.1 ER2016-053, Page 14of17 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 Non~lanar 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 Page A-2 of A-5 Revision: 0 F0306-0IR2 J

Enclosure 7.a RR5-02, Page 19 of 22 Attachment 8.1 ER2016-053, Page 15 of 17 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 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 Page A-3 of A-5 Revision: 0 F0306-0IR2

Enclosure 7.a RR5-02, Page 20 of 22 Attachment 8.1 ER2016-053, Page 16 of 17

~Structural Integrity Associates, Inc.

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

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

tmin based on the hoop stress (in) = 0.2550

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

Service Failure Pm Z Allowable Level Mode (ksi) Factor length A 14.7000 Limit Load 1.6926 EPFM LEFM 2.2375 B 14.7000 Limit Load 2.3209 EPFM LEFM 2.5536 c 14.7000 Limit Load 3.8381 EPFM LEFM 3.4169 D 14.7000 Limit Load 5.8584 EPFM LEFM 4.5748 u 14.7000 Limit Load 1.6926 EPFM LEFM 2.2375 Final Service ------- Allowable length-------- Screening length Level Limit Load EPFM LEFM Criteria 1.5000 A 1.6926 PASS NA 2.2375 PASS (SC= 0.4308, EPFM) 1.5000 B 2.3209 PASS NA 2.5536 PASS (SC= 0.4308, EPFM) 1.5000 C 3.8381 PASS NA 3.4169 PASS (SC= 0.4308, EPFM) 1.5000 D 5.8584 PASS NA 4.5748 PASS (SC= 0.4308, EPFM) 1.5000 U 1.6926 PASS NA 2.2375 PASS (SC= 0.4308, EPFM)

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Nonplanar Crack Analyzed as Circumferential ----------

File No.: 1601004.301 Page A-4 of A-5 Revision: 0 F0306-0lR2

Enclosure 7.a RR5-02, Page 21 of 22 Attachment 8.1 ER2016-053, Page 17 of 17 SJ Structural Integrity Associates, Inc.

Service Failure Pm Pb Pe Z Allowable Level Mode (ksi) (ksi) (ksi) Factor length A 7.3500 1.1755 0.0913 Limit Load 17.2652 EPFM 1.8076 6.8707 LEFM 5.0757 B 7.3500 5.2971 0.0913 Limit Load 17.6622 EPFM 1.8076 8.4227 LEFM 3.9925 c 7.3500 8.0644 0.0913 Limit Load 18.1649 EPFM 1.8076 9.0944 LEFM 4.3934 D 7.3500 8.0644 0.0913 Limit Load 20.3958 EPFM 1.8076 12.1299 LEFM 5.6490 u 7.3500 0.7575 0.0000 Limit Load 17.2652 EPFM 1.8076 6.8707 LEFM 5.3287 Final Service ------- Allowable length-------- Screening length Level Limit Load EPFM LEFM Criteria 1.5000 A 17.2652 PASS 6.8707 PASS 5.0757 PASS (SC= 0.5263, EPFM) 1.5000 B 17.6622 PASS 8.4227 PASS 3.9925 PASS (SC= 0.7753, EPFM) l.5000 C 18.1649 PASS 9.0944 PASS 4.3934 PASS (SC= 1.0407, EPFM) 1.5000 D 20.3958 PASS 12.1299 PASS 5.6490 PASS (SC= 1.0407, EPFM) 1.5000 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 Page A-5 of A-5 Revision: 0 F0306-01R2

Attachment 8.2 ER2016-053, Page 1 of 1 ATTACHMENT 9.3 TECHNICAL REVIEW COMMENTS AND RESOLUTION FORM SHEET 1OF1 NPPD Engineering Report Cooper Nuclear Station Technical Review Comments and Resolutions Form Engineering Report Number I ER 2016-053 Rev.

0 I Title Review of SIA Calculation 1601004.301, Cooper High Pressure RHRSW Thinning Evaluation oer Code Case N-513-3 Quality Related: ~Yes 0No Special Notes or Instructions: N/A Comment Section/ Page No. Review Comment Response/Resolution Reviewer's Number Accept Initials NONE Verified/Reviewed By: Phil Leininger, ~ - - u Date 112 Resolved By: IN/A

'0, ~ 2016 Site/Department: EP&C I Ph. x5310 Date: I