ML18334A269

From kanterella
Jump to navigation Jump to search
WCAP-18302-NP, Revision 0, Technical Justification for Eliminating Residual Heat Removal Line Rupture as the Structural Design Basis for D.C. Cook Units 1 and 2, Using Leak-Before-Break Methodology.
ML18334A269
Person / Time
Site: Cook  American Electric Power icon.png
Issue date: 01/31/2018
From: Johnson E
Westinghouse
To:
Office of Nuclear Reactor Regulation
Shared Package
ML18334A291 List:
References
AEP-NRC-2018-66 WCAP-18302-NP
Download: ML18334A269 (50)
v • d • e


Text

Enclosure 10 to AEP-NRC-2018-66

  • wcAP-18302-NP, Revision O "Technical Justification for Eliminating Residual Heat Removal Line Rupture as the Structural Design Basis for D.C. Cook Units 1 and 2, Using Leak-Before-Break Methodology" (Non-Proprietary)

WESTINGHOUSE NON-PROPRJETARY CLASS 3 WCAP-18302-NP January 2018

- Revision 0 Technical Justification for Eliminating Residual Heat Removal Line Rupture as the Structural Design Basis for D.C.

Cook Units 1 and 2, Using Leak-Before-Break Methodology

@Westinghouse

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRJETARY CLASS 3 WCAP-18302-NP Revision 0 Technical Justification for Eliminating Residual Heat Removal Line Rupture as the Structural Design Basis for D.C. Cook Units 1 and 2, Using Leak-Before-Break Methodology January 2018 Author: Eric D. Johnson*

Structural Design and Analysis - II Reviewer: Momo Wiratmo*

Structural Design and Analysis - II Approved: Benjamin A. Leber, Manager*

Structural Design and Analysis - II

  • Electronically approved records are authenticated in the electronic document management system.

Westinghouse Electric Company LLC 1000 Westinghouse Drive Cranberry Township, PA 16066, USA

© 2018 Westinghouse-Electric Company LLC All Rights Reserved

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME syst~m upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 111 TABLE OF CONTENTS 1.0 Introduction ................................................................................................................................... 1-1 1.1 Purpose ............................................................................................................................ 1-1 1.2 Scope and Objectives ....................................................................................................... 1-1 1.3 References ............................................................................................... :........................ 1-2 2.0 Operation and Stability of the Reactor Coolant System **********************-***************************************2-1 2.1 Stress Corrosion Cracking ............................................................................................... 2-1 2.2 Water Hammer ................................................................................................................. 2-2 2.3 Low Cycle and High Cycle Fatigue ................................................................................. 2-2 2:4 Other Possible Degradation During Service of the RHR Lines ....................................... 2-3 2.5 References*........................................................................................................................ 2-4 3 .0 Pipe Geometry and Loading ......................................................................................................... 3-1 3.1 Calculations of Loads and Stresses .............. - .................................................................. 3-l 3.2 Loads for Leak Rate Evaluation ...................................................................................... 3-1 3.3 Load Combination for Crack Stability Analyses ............................................................. 3-2 3.4 References ........................................................................................................................ 3-3 4.0 Material Characterization.............................................................................................................. 4-1 4.1 RHR Line Pipe Material and Weld Process .................................................................... .4-1 4.2 Tensile Properties ............................................................................................................. 4-1 4.3 Reference ........................................................................ :................................................ 4-1 5.0 Critical Locations .......................................................................................................................... 5-1 5.1 Critical.Locations ............................................................................................................. 5-1 6.0 Leak Rate Predictions ................................................................................................................... 6-1 6.1 Introduction ...................................................................................................................... 6-1 6.2 General Considerations, ................................................................................................... 6-1 6.3 Calculation Method .......................................................................................................... 6-1 6.4 Leak Rate Calculations .................................................................................................... 6-2 6.5 References ........................................................................................................................ 6-3 7 .0 Fracture Mechanics Evaluation ............................................................................................. :....... 7-1 7.1 Global Failure Mechanism .... :...................................... ;................................................... 7-1 7.2 Results of Crack Stability Evaluation .............................................................................. 7-2 7.3 References ........................................................................................................................ 7-2 8.0 Assessment of Fatigue Crack Growth ........................................................................................... 8-1 8.1 References ........................................................................................................................ 8-1 9 .0 Assessment of Margins ................................................................................................................. 9-1 10.0 Conclusions ................................................................................................................................. 10-1 Appendix A: Limit Moment..................................................................................................................... A-1 WCAP-18302-NP January 2018 Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 iv LIST OF TABLES Table 3-1 Summary of D.C. Cook Units 1 and 2 Piping Geometry and Normal Operating Condition for 14-inch RHR Suction Lines and 8-inch RHR Return Lines ........................... 3-4 Table 3-2 Summary ofD.C. Cook Unit 1 Normal Loads and Stresses 14-inch RHR Suction Lines and 8-inch RHR Return Lines ..................................................................................... 3-5 Table 3-3 SUillillary ofD.C. Cook Unit 2 Normal Loads and Stresses 14-inch RHR Suction Lines and 8-inch RHR Return Lines ..................................................................................... 3-7 Table 3-4 Summary ofD.C. Cook Unit 1 Faulted Loads and Stresses 14-inch RHR Suction Lines and 8-inch RHR Return Lines ..................................................................................... 3-9 Table 3-5 Summary ofD.C. Cook Unit 2 Faulted Loads and Stresses 14-inch RHR Suction Lines and 8-inch RHR Return Lines ................................................................................... 3-11 Table 4-1 Material Properties for Operating Temperature Conditions on D.C. Cook Units 1 and 2 RHR Lines ................................................................................................................... 4-2 Table 5-1 Critical Analysis Location for Leak-Before-Break of D.C. Cook Units 1 and 2 RHR Lines ..................................................................................................................................... 5-1 Table 6-1 Flaw Sizes Yielding a Leak Rate of 8 gpm for the D.C. Cook Units 1 and 2 RHR Lines ..................................................................................................................................... 6-4 Table 7-1 Flaw Stability Results for the D.C. Cook Units 1 and 2 RHR Lines Based on Limit Load ...................................................................................................................................... 7-3 Table 9-1 Leakage Flaw Sizes, Critical Flaw Sizes, and Margin for the D.C. Cook Units 1 and 2 RHR Lines ............................................ :...................................................................... 9-2 WCAP-18302-NP January 2018 Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 V LIST OF FIGURES Figure 3-1 D.C. Cook Units 1 and 2 Typical Piping Layout for RHR Lines ................................... 3-13 Figure 5-1 D.C. Cook Unit 1 RHR Suction Line Loop 2 Critical Weld Locations ........................... 5-2 Figure 5-2 D.C. Cook Unit 1 RHR Return Line Loops 2 and 3 Critical Weld Locations ................. 5-3 Figure 5-3 D.C. Cook Unit 2 RHR Suction Line Loop 2 Critical Weld Locations ........................... 5-4 Figure 5-4 D.C. Cook Unit 2 RHR Return Line Loops 2 and 3 Critical Weld Locations ................. 5-5 Figure 6-1 Analytical Predictions of Critical Flow Rates of Steam-Water Mixtures ........................ 6-5 Figure 6-2 ]a,c,e Pressure Ratio as a Function of LID ....................................... 6-6 Figure 6-3 Idealized Pressure Drop Profile Through a Postulated Crack .......................................... 6-7 Figure 7-1 y,c,e Stress Distribution******************:********************************************************* 7-4 Figure A-1 Pipe with a Through-Wall Crack in Bending ................. :................................................ A-2 WCAP-18302-NP January 2018 Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

\

WESTINGHOUSE NON-PROPRIETARY CLASS 3 1-1

1.0 INTRODUCTION

1.1 PURPOSE The current structural design basis for the D.C. Cook Units I and 2 Residual Heat Removal (RHR) lines,

-including the 14-inch suction lines attached to the Loop 2 hot leg and the 8-inch return lines attached to the Loop 2 and Loop 3 Accumulator lines, require postulating non-mechanistic circumferential and longitudinal pipe breaks. This results in additional plant hardware (e.g., pipe whip restraints and jet shields) which would mitigate the dynamic consequences of the pipe breaks. It is, therefore, highly desirable to be realistic in the postulation of pipe breaks for the RHR lines. Presented in this report are the descriptions of a mechanistic pipe break evaluation method and the analytical results that can be used for establishing that a circumferential type of break will not occur within the RHR lines. The evaluations consider that circumferentially oriented flaws cover longitudinal cases.

1.2 SCOPE AND OBJECTIVES The purpose of this investigation is to demonstrate Leak-Before-Break (LBB) for the D.C. Cook Units I_

and 2 RHR suction lines from the hot leg piping of Loop 2 up to the second isolation valve away from the hot ieg and the RHR return lines from the IO-inch Accumulator lines to the first check valve. Schematic drawing of the piping systems are shown in Section 3.0, Figure 3-1. The recommendations and criteria proposed in SRP 3 .6.3 (References 1-1 and 1-2) are used in this evaluation. The criteria and the resulting steps of the evaluation procedure can be briefly summarized as follows:

I. Calculate the applied loads based on as-built configuration. Identify the location(s) at which the highest faulted stress occurs.

2. Identify the materials and the material properties.
3. Postulate a through-wall flaw at the governing location(s). The size of the flaw should be large enough so that the leakage is assured of detection with margin using the installed leak detection equipment when the pipe is subjected to normal operating loads. Demonstrate that there is a margin of IO between the calculated leak rate and the leak detection capability.
4. Using maximum faulted loads in the stability analysis, demonstrate that there is a margin of 2 between the leakage size flaw and the critical size flaw.
5. Review the operating history to ascertain that operating experience has indicated no particular susceptibility to* failure from the effects of corrosion, water hammer, or low and high cycle fatigue.
6. For the material types used in the plant, provide representative material properties.
7. Demonstrate margin on applied load by combining the faulted loads by absolute summation method.

Introduction January 2018 WCAP-18302-NP Revision 0

    • ~ This record was-final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 1-2 This report provides a fracture mechanics demonstration of RHR line piping integrity for D.C. Cook Units 1 and 2 consistent with the NRC's position for exemption from consideration of dynamic effects (Reference 1-3).

It should be noted that the terms "flaw" and "crack" have the same meaning and are used interchangeably.

"Governing location" and "critical location" are also used interchangeably throughout the report.

1.3 REFERENCES

1-1 Standard Review Plan: Public Comments Solicited; 3.6.3 Leak-Before-Break Evaluation Procedures; Federal Register/Vol. 52, No. 167/Friday August 28, 1987/Notices, pp. 32626-32633.

1-2 NUREG-0800 Revision 1, March 2007, Standard Review Plan: 3.6.3 Leak-Before-Break Evaluation Procedures.

1-3 Nuclear Regt1latory Commission, 10 CPR 50, Modification of General Design Criteria 4 Requirements for Protection Against Dynamic Effects of Postulated Pipe Ruptures, Final Rule, Federal Register/Vol. 52, No. 207/Tuesday, October 27, 1987/Rules and Regulati~r:t~'-

pp. 41288-41295.

Introduction January 2018 WCAP-18302-NP. Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upol) its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 2-1 2.0 OPERATION AND STABILITY OF THE REACTOR COOLANT SYSTEM 2.1 STRESS CORROSION CRACKING The Westinghouse reactor coolant system (RCS) primary loops and connected Class 1 piping have an operating history that demonstrates the inherent operating stability characteristics of the design. This includes a low susceptibility to cracking failure from the effects of corrosion (e.g., intergranular stress corrosion cracking (IGSCC)). This operating history totals over 1400 reactor-years, including 16 plants each having over 30 years of operation, 10 other plants each with over 25 years of operation, 11 plants each with over 20 years of operation and 12 plants each with over 15 years of operation.

In 1978, the United States Nuclear Regulatory Commission (USNRC) formed the second Pipe Crack Study Group. (The first Pipe Crack Study Group (PCSG), established in 1975, addressed cracking in boiling water reactors only.) One of the objectives of the second PCSG was to include a review of the potential for stress corrosion cracking in Pressurized Water Reactors (PWRs ). The results of the study performed by the PCSG were presented in NUREG-0531 (Reference 2-1) entitled "Investigation and Evaluation of Stress Corrosion Cracking in Piping of Light Water Reactor Plants." In that report the PCSG stated:

"The PCSG has determined that the potential for stress-corrosion cracking in PWR primary system piping is extremely low because the ingredients that produce IGSCC are not all present.

The use of hydrazine additives and a hydrogen overpressure limit the oxygen in the coolant to very low levels. Other impurities that might cause stress-corrosion cracking, such as halides or caustic, are also rigidly controlled. Only for brief periods during reactor shutdown when the coolant is exposed to the air and during the subsequent startup are conditions even marginally capable of producing stress-corrosion cracking in the primary systems of PWRs. Operating experience in PWRs supports this determination. To date, no stress corrosion cracking has been reported in the primary piping or safe ends of any PWR."

- For stress corrosion cracking (SCC) to occur in piping, the following three conditions must exist simultaneously: high tensile stresses, susceptible material, and a corrosive environment. Since some residual stresses and some degree of material susceptibility exist in any stainless steel piping, the potential for stress corrosion is minimized by properly selecting a material immune to SCC as well as preventing the occurrence of a corrosive environment. The material specifications consider compatibility with the system's operating environment (both internal and external) as well as other material in' the system, applicable ASME Code rules, :fracture toughness, welding, fabrication, and processing.

The elements of a water environment known to increase the susceptibility of austenitic stainless-steel to stress corrosion are: oxygen, fluorides, chlorides, hydroxides, hydrogen peroxide, and reduced forms of sulfur (e.g., sulfides, sulfites, and thionates). Strict pipe cleaning standards prior to operation and careful control of water chemistry during plant operation are used to prevent the occurrence of a corrosive environment. Prior to, being put into service, the piping is cleaned internally and externally. During flushes and preoperational testi~g, water chemistry is controlled in accordance with written specifications.

Operation and Stability of the Reactor Coolant System January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 2-2 Requirements on chlorides, fluorides, conductivity, and pH are included in the acceptance criteria for the piping.

During plant operation, the reactor coolant water chemistry is monitored and maintained within very specific limits. Contaminant concentrations are kept below the thresholds known to be conducive to stress corrosion cracking with the major water chemistry control standards being included in the plant operating procedures as a condition for plant operation. For example, during normal power operation, oxygen concentration in the RCS is expected to be in the parts per billion (ppb) range by controlling charging flow chemistry and maintaining hydrogen in the reactor coolant at specified concentrations.

Halogen concentrations are also stringently controlled by maintaining concentrations of chlorides and fluorides within the specified limits. Thus during plant operation, the likelihood of stress corrosion cracking is minimized.

During 1979, several instances of cracking in PWR feedwater piping led to the establishment of the third PCSG. The investigations of the PCSG reported in NUREG-0691 (Reference 2-2) further confirmed that no occurrences ofIGSCC have been reported for PWR primary coolant systems.

Primary Water Stress Corrosion Cracking (PWSCC) occurred in the V. C. Summer reactor vessel hot leg nozzle, Alloy 82/182 weld. It should be noted that this susceptible material is not found at the D.C. Cook Units 1 and 2 RHR lines.

2.2 WATERHAMMER Overall, there is a low potential for water hammer in the RCS and connecting RHR lines since they are designed and operated to preclude the voiding condition in normally filled lines. The RCS and connecting RHR lines including piping and components are designed for normal, upset, emergency, and faulted condition transie~ts. The design requirements are conservative relative to both the number of transients and their severity. Relief valve actuation and the associated hydraulic transients following valve opening are considered in the system design. Other valve and pump actuations are relatively slow transients with no significant effect on the system dynamic loads. To ensure dynamic system stability, reactor coolant parameters are stringently controlled. Temperature during normal operation is maintained within a narrow range by the control rod positions; pressure is also controlled within a narrow range for steady-state conditions by the pressurizer heaters and pressurizer spray. The flow characteristics of the ,

system remain constant during a fuel cycle because the only governing parameters, namely system resistance and the reactor coolant pump characteristics are controlled in the design process. Additionally, Westinghouse has instrumented typical reactor coolant systems to verify the flow and vibration characteristics of the system and the connecting auxiliary lines. Preoperational testing and operating experience has verified the Westinghouse approach. The operating transients of the RCS primary piping and connected RHR lines are such that no significant water hammer can occur.

2.3 LOW CYCLE AND IDGH CYCLE FATIGUE The 1967 edition of the B3 l.l Code does not contain an explicit piping low cycle fatigue analysis requirement. The B3 l. l piping complies with a stress range reduction factor to be applied to the allowable stress as a way to address fatigue from full temperature cycles for thermal expansion stress evaluation. The stress range reduction factor is 1.0 (i.e., no reduction) for equivalent full temperature Operation and Stability of the Reactor Coolant System January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 2-3 cycles less than 7000. For D.C. Cook Units I and 2, the equivalent full temperature cycles for the applicable design transients are less than 7000, so no reduction is required.

Pump vibrations during operation would result in high cycle fatigue loads in the piping system. During operation, an alarm signals the exceedance of the RC pump shaft vibration limits. Field vibration measurements have been made on the reactor coolant loop piping in a number of plants during hot functional testing. Stresses in the elbow below the RCP have been found analytically to be very small, between 2 and 3 ksi at the highest. Field measurements on a typical PWR plant indicate vibration stress amplitudes less than I ksi. When translated to the connecting RHR lines, these stresses would be even lower, well below the fatigue endurance limit for the RHR line materials and would result in an applied stress intensity factor below the threshold for fatigue crack growth.

2.4 OTHER POSSIBLE DEGRADATION DURING SERVICE OF THE RHR LINES Thermal stratification occurs when conditions permit hot and cold layers of water to exist simultaneously in a horizontal pipe. This can result in significant thermal loadings due to the high fluid temperature differentials. Changes in the stratification state result in thermal cycling, which can cause fatigue damage. This was an important issue in PWR feedwater line and pressurizer surge line piping, where temperature differentials of300°F were not uncommon.

The issue of RHR valve leakage described in NRC Bulletin 88-08, Supplement 3 (Reference 2-3) identifies a scenario that could lead to stratification conditions which would jeopardize piping integrity.

WCAP-12143 (Reference 2-4) identifies three auxiliary piping systems for D.C. Cook Units I and 2 that are susceptible to the valve leakage and the potential stratification detailed in Bulletin 88-08. The RHR lines are not identified as one of the three susceptible lines.

The RHR lines and the associated fittings for the D.C. Cook Nuclear Power Plants are forged product forms, which are not susceptible to toughness degradation due to thermal aging.

The maximum nonnal operating temperature of the RHR piping is about 617°F. This is well below the temperature that would cause any creep damage in stainless steel piping. Cleavage type failures are not a concern for the operating temperatures and the material used in the stainless steel piping of the RHR lines.

Wall thinning by erosion and erosion-corrosion effects should not occur in the RHR piping due to the low velocity, typically less than 1.0 ft/sec and the stainless steel material, which is highly resistant to these degradation mechanisms. Per NUREG-0691 (Reference 2-2), a study on pipe cracking in PWR piping reported only two incidents of wall thinning in stainless steel pipe and these were not in the RHR lines.

The cause of wall thinning is related to high water velocity and is therefore clearly not a mechanism that would affect the RHR piping.

Brittle fracture for stainless steel material occurs when the operating temperature is about -200°F. RHR line operating temperature is higher than 120°F and therefore, brittle fracture is not a concern for the RHR lines.

Operation and Stability of the Reactor Coolant System January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 2-4

2.5 REFERENCES

2-1 Investigation and Evaluation of Stress-Corrosion Cracking in Piping of Light Water Reactor Plants, NUREG-0531, U.S. Nuclear Regulatory Commission, February 1979.

2-2 Investigation and Evaluation of Cracking Incidents in Piping in Pressurized Water Reactors, NUREG-0691, U.S. Nuclear Regulatory Commission, September 1980.

2-3 NRC Bulletin 88-08, Supplement 3, "Thermal Stresses in Piping Connected to Reactor Coolant Systems" April 11, 1989.

2-4 WCAP-12143, Revision Oand Supplement 1, "Repory: on Evaluation of Auxiliary Piping attached to the Reactor Coolant System per NRC Bulletin 88-08 for American Electric Power Service Corporation D. C. Cook Units 1 and 2," April 1989.

Operation and Stability of the Reactor Coolant System January 2018 WCAP-18302-NP . Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-1 3.0 PIPE GEOMETRY AND LOADING 3.1 CALCULATIONS OF LOADS AND STRESSES The stresses due to axial loads and bending moments are calculated by the following equation:

F M (3-1) cr =-+

.A Z

where, cr stress, psi F axial load, lbs M moment, in-lbs A pipe cross-sectional area, in2 z section modulus, in3 The moments for the desired loading.combinations are calculated by the following equation:

2 2 2 M=~M X +M y +M Z

where, X component of moment, Torsion My Y component of bending moment M2 Z component of bending moment The axial load and moments for leak rate predictions and crack stability analyses are computed by the methods to be explained in Sections 3.2 and 3.3.

3.2 LOADS FOR LEAK RATE EVALUATION The normal operating loads for leak rate predictions are calculated by the following equations:

F Pow+ Fm+ Pp (3-3)

Mx (Mx)ow + (Mx)ru (3-4)

My = (My)ow + (My)ru (3-5)

Mz (Mz)ow + (Mz)ru (3-6)

Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This.statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-2 The subscripts of the above equations represent the following loading cases:

DW = deadweight TH = normal thermal expansion p = load due to internal pressure This method of combining loads is often referred to as the algebraic sum method (References 3-1 and 3-2). The LBB evaluations do not include moment effects due to pressure loading since the moment loading is significantly dominated by the thermal loads for normal operation and by the seismic loads for faulted events.

The dimensions and normal operating conditions are given in Table 3-1. The loads based on this method of combination are provided in Tables 3-2 and 3-3 at all the weld locations. The weld naming convention used in this report is as follows:

Unit# - SI(2/4/6/8) - Isometric # - Spool Sheet # -Analysis Node #

where: SI2 - Unit 1 RHR return lines SI4 - Unit 1 RHR suction line SI6 - Unit 2 RHR return lines SI8 - Unit 2 RHR suction line 3.3 LOAD COMBINATION FOR CRACK STABILITY ANALYSES In accordance with Standard Review Plan 3.6.3 (References 3-1 and 3-2), the absolute sum of loading components can be applied which results in higher magnitude of combined loads. If crack stability is demonstrated using these loads, the LBB margin on loads can be reduced from -Y2 to 1.0. The absolute summation ofloads is shown in the following equations:

F = IFDW I+ IF TH I + I Fp I+ IFSSEINERTIA I+ I FSSEAM I (3-7)

Mx = I (Mx)nw I + I (Mx)m I+ I(Mx)ssEINERTIAJ + I (Mx)ssEAMJ (3-8)

My= I (My)nw I+ I (My)m I+ I(My)ssEINERTIAI + I (My)ssEAMI (3-9)

Mz = I (Mz)nw I + I (Mz)m I+ I (Mz)ssEINERTIAI + I (Mz)ssEAMI (3-10) where subscript SSEINERTIA refers to safe shutdown earthquake inertia, SSEAM is safe shutdown earthquake anchor motion. It is noted that the D.C. Cook piping analyses consider Design Basis Earthquake (DBE) as the seismic criteria, which is equivalent to Safe Shutdown Earthquake (SSE).

The loads so determined are used in the fracture mechanics evaluations (Section 7.0) to demonstrate the LBB margins at the locations established to be the governing locations. These loads at all the weld locations are given in Tables 3-4 and 3-5.

Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-3 Notes: For the RHR suction lines attached to the Loop 2 hot leg, the LBB analysis will not be performed at the locations beyond the second isolation valve away from the hot leg. Two isolation valves will prevent the propagation of any piping breaks in the subsequent RHR piping from affecting the primary loop piping system. For the RHR return lines attached to the Loop 2 and Loop 3 Accumulator lines, the LBB analysis will not be performed at the locations beyond the first check valve away from the Accumulator lines. Two check valves, one on the RHR return line and one on the Accumulator line, will prevent the propagation of any piping breaks in the subsequent RHR return piping from affecting the primary loop piping system. Figure 3-1 illustrates the typical layout of the 14-inch RHR suction line and the 8-inch RHR return line, showing segments, for D.C. Cook Units 1 and 2.

3.4 REFERENCES

3-1 Standard Review Plan: Public Comments Solicited; 3.6.3 Leak-Before-Break Evaluation Procedures; Federal RegisterNol. 52, No. 167/Friday, August 28, 1987/Notices, pp. 32626-32633.

3-2 NUREG-0800 Revision 1, March 2007, Standard Review Plan: 3.6.3 Leak-Before-Break Evaluation Procedures.

Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-4 Table 3-1 Summary ofD.C. Cook Units 1 and 2 Piping Geometry and Normal Operating Condition for 14-inch RHR Suction Lines and 8-inch RHR Return Lines

,t; Pipe Minimum Normal Operating Weld Location Outside Wall Loop Segment Nodes Diameter Thickness Pressure Temperature (in) (in) (psig) {°F) start: 288 RHRs-I 14.000 1.251 2235 617 end: 282 2

start: 276 RHRs-II 14.000 1.251 450 120 end: 244 start: 324 2 RHRr2-I 8.625 0.731 2235 120 end: 320 start: 196 3 RHRr3-I 8.625 0.731 2235 120 end: 242 Notes:

Figure 3-1 shows the piping layout and segments.

Figures 5-1 through 5-4 show the weld locations for each line analyzed.

Material type is A376 TP316 or A403 WP316.

Piping in segment RHRs-I and RHRs-II is 14-inch Schedule 160.

Piping in segment RHRr2-I and RHRr3-I is 8-inch Schedule 140.

The minimum wall thickness is conservatively based at the weld counterbore and not per ASME Code requirement.

Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-5 Table 3-2 Summary ofD.C. Cook Unit 1 Normal Loads and Stresses 14-inch RHR Suction Lines and 8-inch RHR Return Lines Weld Location Axial Force Moment Total Stress Segment Node (lbs) (in-lbs) (psi) 1-SI4-1RH29-1RH291-288 230,556 699,382 9,366 1-SI4-1RlI29-1RlI29l-288-2 232,511 699,382 9,405 1-SI4-1RH29-1RH29l-284F 231,852 360,328 7,083 RHR.s-I 1-SI4-1R1I29-1RH29l-284F-2 232,109 360,328 7,088 1-SI4-1RH29-1RH29l-282 235,831 346,413 7,067 1-SI4-1RH29-1R1I291-282-2 228,341 346,413 6,918 1-SI4-1RH28-1RH281A-276 50,474 762,648 6,202 1-SI4-1RH28-1RH281A-276-2 42,989 762,648 6,053 1-SI4-1RH28-1RH281A-274F 50,469 1,062,735 8,246 1-SI4-1RH28-1RH281A-274F-2 42,989 1,062,735 8,097 1-SI4-1RH28-1RH281A-268F 44,340 1,268,232 9,524 1-SI4-1RH28-1RH281A-268F-2 48,773 1,268,232 9,612 1-SI4-1RH28-1RH281A-268N 47,578 1,059,750 8,168 1-SI4-1RH28-1RH281A-268N-2 45,889 1,059,750 8,135 1-SI4-1RH28-1RH281B-267 47,568 598,178 5,024 1-SI4-1RH28-1RH281B-267-2 45,889 598,178 4,991 1-SI4-1RH28-1RH281-262N 47,370 272,039 2,799 1-SI4-1RH28-1RH281-262N-2 46,088 272,039 2,773 1-SI4-1RH28-1RH281-260F 47,370 1,049,556 8,095 RHR.s-II 1-SI4-1RH28-1RH281-260F-2 46,080 1,049,556 8,069 1-SI4-1RH28-1RH282-260N 63,793 1,304,695 10,161 1-SI4-1RH28-1RH282-260N-2 29,659 1,304,695 9,479 1-SI4::.1RH28-1RH282-254F 46,788 14,793 1,035 1-SI4-1RH28-1RH282-254F-2 46,669 14,793 1,032 1-SI4-1RH28-1RH283-250N 42,648 21,003 994 1-SI4-1RH28-1RH283-250N-2 50,382 21,003 1,149 1-SI4-1RH28-1RH283-248F 43,620 27,593 1,059 1-SI4-1RH28-1RH283-248F-2 49,227 27,593 1,171 1-SI4-1RH28-1RH283-248N 46,580 33,640 1,159 l-SI4-1RH28-1RH283-248N-2 46,878 33,640 1,165 l-SI4-1RH28-1RH283-244 46,580 139,155 1,878 l-SI4-1RH28-1RH283-244-2 46,878 139,155 1,884 Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-6 Table 3-2 (continued)

Weld Location Axial Force Moment Total Stress Segment Node (lbs) (in-lbs) (psi) 1-SI2-1RH27-1RH275-324Z 89,111 36,936 6,034 1-SI2-1RH27-1RH275-324Z-2 91,022 36,936 6,139 1-SI2-1RH27-1RH275-322F 89,108 46,442 6,322 1-SI2-1RH27-1RH275-322F-2 91,022 46,442 6,427 RHR.r2-I 1-SI2-1RH27-1RH275-322N 88,199 60,659 6,702 1-SI2-1RH27-1RH275-322N-2 91,844 60,659 6,903 1-SI2-1RH27-1RH275-320 88,410 37,485 6,012.

1-SI2-1RH27-1RH275-320-2 91,578 37,485 6,187 1-SI2-1 Sl33-1 Sl331A-l96Z 89,318 106,270 8,145 l-SI2-1Sl33-1Sl331A-l96Z-2 90,811 106,270 8,227 l-SI2- l Sl33-l Sl331A-240N 89,319 100,023 7,956 1-Sl2-1S133-1Sl331A-240N-2 90,811 100,023 8,038 RHR.r3-I l-SI2-1 Sl33-1 Sl331A-240F 92,904 78,025 7,487 l-SI2-1 SI33-1Sl331A-240F-2 87,433 78,025 7,186 1-Sl2-1Sl33-1Sl331A-242 92,697 57,708 6,861 1-SI2-1 S133-1 Sl331A-242-2 87,580 57,708 6,578 Notes: See Figures 3-1, 5-1, and 5-2 for piping layout.

Axial force includes pressure.

Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-7 Table 3-3 Summary ofD.C. Cook Unit 2 Normal Loads and Stresses 14-inch RHR Suction Lines and 8-inch RHR Return Lines Weld Location Axial Force Moment Total Stress Segment Node (lbs) (in-lbs) (psi) 2-SI8-2R1I331-2RE33l-288 228,175 383,620 7,168 2-SI8-2R1I331-2R1I331-288-2 235,725 383,620 7,319 2-SI8-2R1I331-2R1I331-284F 228,642 291,246 6,548 RHR.s-I 2-SI8-2R1I331-2R1I331-284F-2 235,320 291,246 6,681 2-SI8-2R1I33l-2R1I331-282 232,120 397,780 7,343 2-SI8-2R1I331-2R1I331-282-2 232,054 397,780 7,342 2-SI8-2R1I33 l-1R1I281R-276 46,762 706,207 5,744 2-SI8-2R1I331-1R1I281R-276-2 46,697 706,207 5,743 2-SI8-2R1I331-1R1I281R-274F 46,761 895,956 7,036 2-SI8-2R1I331-1R1I281R-274F-2 46,703 895,956 7,035 2-SI8-2R1I33l-1R1I281RA.-268F 43,134 1,026,326 7,852 2-SI8-2R1I331-1R1I281RA.-268F-2 49,963 1,026,326 7,988 2-SI8-2R1I33 l-1R1I281RA.-268N 49,509 891,786 7,063 2-SI8-2R1I33 l-1R1I281RA-268N-2 43,939 891,786 6,952 2-SI8-2R1I331-2R1I333-267 49,514 439,237 3,980 2-SI8-2R1I331-2R1I333-267-2 43,942 439,238 3,869 2-SI8-2R1I331-1R1I292R-262N 44,818 324,771 3,107 2-SI8-2R1I331-1R1I292R-262N-2 48,641 324,771 3,183 2-SI8-2R1I33 l-1R1I292R-260F 44,820 904,410 7,055 RHR.s-II 2-SI8-2R1I331-1R1I292R-260F-2 48,631 904,410 7,131 2-SI8-2R1I331-1R1I292AR-260N 57,206 1,115,229 8,739 2-SI8-2R1I331-1R1I292AR-260N-2 36,251 1,115,229 8,320 2-SI8-2R1I332-2R1I336-254F 46,777 22,672 1,088 '

2-SI8-2R1I332-2R1I336-254F-2 46,681 22,672 1,086 2-SI8-2R1I332-2R1I336-250N 42,699 18,273 977 2-SI8-2R1I332-2R1I336-250N-2 50,308 18,273 1,129 2-SI8-2R1I332-2R1I337-248F 43,722 24,173 1,037 2-SI8-2R1I332-2R1I337-248F-2 49,093 24,174 1,145 2-SI8-2R1I332-2R1I335-248N 46,614 27,155 1,115 2-SI8-2R1I332-2R1I335-248N-2 46,844 27,155 1,120 2-SI8-2R1I332-2R1I335-244 46,614 117,499 1,731 2-SI8-2R1I332-2R1I335-244-2 46,844 117,499 1,735 Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statementwas added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-8 Table 3-3 (continued)

Weld Location Axial Force Moment Total Stress Segment Node (lbs) (in-lbs) (psi) 2-SI6-2RH32-2RH322-324Z 88,963 90,235 7,640 2-SI6-2RH32-2RH322-324Z-2 91,168 90,235 7,761 2-SI6-2RH32-2RH322-322F 88,962 70,915 7,055

. 2-SI6-2RH32-2RH322-322F-2 91,169 70,915 7,176 RHRr2-I 2-SI6-2RH32-2RH322-322N 88,590 53,578 6,509 2-SI6-2RH32-2RH322-322N-2 91,333 53,578 6,660 2-SI6-2RH32-2RH322-320 88,797 12,570 5,279 2-SI6-2RH32-2RH322-320-2 91,187 12,570 5,411 2-SI6-2SI582-2SI584-196Z 91,158 54,601 6,682 2-SI6-2SI582-2SI584-196Z-2 88,977 54,601 6,561 2-SI6-2SI582-2SI584-240N 91,154 56,682 6,744 2-SI6-2SI582-2SI584-240N-2 88,974 56,682 6,624 RHRr3-I 2-SI6-2SI582-2SI584-240F 90,660 47,211 6,430 2-SI6-2SI5 82-2SI584-240F-2 89,678 47,211 6,376 2-SI6-2SI582-2SI584-242 90,453 31,158 5,933 2-SI6-2SI582-2SI584-242-2 89,824 31,158 5,898 Notes: See Figures 3-1, 5-3, and 5-4 for piping layout.

Axial force includes pressure.

Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-9 Table 3-4 Summary ofD.C. Cook Unit 1 Faulted Loads and Stresses 14-inch RHR Suction Lines and 8-inch RHR Return Lines Weld Location Axial Force Moment Total Stress Segment ****-* (in-lbs) (psi)

Node (lbs) 1-SI4-1RH29-1RH291-288 244,752 974,990 11,527 1-SI4-1RH29-1RH291-288-2 243,643 974,953 11,505 1-SI4-1RH29-1RH291-284F 243,350 578,790 8,800 RHR.s-1 1-SI4-1RH29-1RH291-284F-2 243,109 578,673 8,795 1-SI4-1RH29-1RH29l-282 238,703 544,473 8,474 1-SI4-1RH29-1RH291-282-2 238,652 544,447 8,472 1-SI4-1RH28-1RH281A-276 52,222 961,545 7,592 1-SI4-1RH28-1RH281A-276-2 52,208 961,528 7,592 1-SI4-1RH28-1RH281A-274F 52,198 1,318,421 10,023 1-SI4-1RH28-1RH281A-274F-2 52,182 1,317,136 10,014 1-SI4-1RH28-1RH281A-268F 55,231 1,538,243 11,581 1-SI4-1RH28-1RH281A-268F-2 54,855 1,538,024 11,572 1-SI4-1RH28-1RH281A-268N 50,327 1,287,274 9,773 1-SI4-1RH28-1RH281A-268N-2 50,182 1,286,646 9,766 1-SI4-1RH28-1RH281B-267 50,171 732,799 5,993 1-SI4-1RH28-1RH281B-267-2 50,042 732,946 5,992 1-SI4-1RH28-1RH281-262N 48,500 428,833 3,889 1-SI4-1RH28-1RH281-262N-2 48,388 435,537 3,933 1-SI4-1RH28-1RH281-260F 48,740 1,323,316 9,987 RHR.s-11 1-S14-1RH28-1RH28l-260F-2 48,814 1,324,376 9,996 1-SI4-1RH28-1RH282-260N 65,913 1,617,843 12,336 1-SI4-1RH28-1RH282-260N-2 65,927 1,616,904 12,330 1-SI4-1RH28-1RH282-254F 48,552 218,111 2,455 1-SI4-1RH28-1RH282-254F-2 48,551 217,992 2,454 1-SI4-1RH28-1RH283-250N 53,271 169,025 2,215 1-SI4-1RH28-1RH283-250N-2 52,826 167,181 2,193 1-SI4-1RH28-1RH283-248F 52,239 272,126 2,896 1-SI4-1RH28-1RH283-248F-2 51,611 264,539 2,832 1-SI4-1RH28-1RH283-248N 51,733 293,720 3,033 l-SI4-1RH28-1RH283-248N-2 51,193 293,028 3,018 1-SI4-1RH28-1RH283-244 50,141 224,288 2,529 1-SI4-1RH28-1RH283-244-2 49,988 224,256 2,525 Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-10 Table 3-4 (continued)

Weld Location Axial Force Moment Total Stress Segment Node (lbs) (in-lbs) (psi) 1-SI2-1RH27-1RH275-324Z 95,150 333,949 15,361 1-SI2-1RH27-1RH275-324Z-2 95,125 334,065 15,363 1-SI2-1RH27-1RH275-322F 95,126 236,187 12,399 1-SI2-1RH27-1RH275-322F-2 95,092 236,153 12,396 RHRr2-I 1-SI2-1RH27-1RH275-322N 96,482 247,073 12,803 l-SI2-1RH27-1RH275-322N-2 96,373 241,023 12,614 l-SI2-1RH27-1RH275-320 96,218 99,135 8,309 l-SI2-1RH27-1RH275-320-2 96,037 99,122 8,299 1-SI2-1SI33-l SI331A-196Z 94,109 526,381 21,130 1-SI2-1SI33-1SI331A-l96Z-2 94,104 526,364 21,129 1-SI2-1SI33-1SI331A-240N 94,103 512,976 20,724 l-SI2-l SI33-1SI331A-240N-2 94,091 512,917 20,721 RHRr3-I l-SI2-1SI33-1SI331A-240F 94,627 393,956 17,149 1-SI2-1 SI33-1SI331A-240F-2 94,398 361,314 16,148 1-SI2-1SI33-1SI331A-242 94,384 159,293 10,030 1-SI2-l SI33-1 SI331A-242-2 94,225 159,441

  • 10,025 Notes: See Figures 3-1, 5-1, and 5-2 for piping layout.

Axial force includes pressure.

Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-11 Table 3-5 . Summary ofD.C.. Cook Unit 2 Faulted Loads and Stresses 14-inch RHR Suction Lines and 8-inch RHR Return Lines Weld Location Axial Force Moment Total Stress Segment Node (lbs) (in-lbs) (psi) 2-S18-2RH331-2RH331-288 242,226 767,713 10,065 2-SI8-2RH331-2RH331-288-2 241,963 767,586 10,059 2-S18-2RH33l-2RII331-284F 241,606 533,972 8,460 RHRs-I 2-S18-2RH33l-2RH33l-284F-2 241,337 533,765 8,453 2~S18-2RH331-2RH331-282 237,101 630,774 9,030 2-S18-2RH331-2RH33l-282-2 237,021 630,780 9,028 2-SI8-2RH33 l-1RH281R-276 50,375 967,393 7,595 2-SI8-2RH331-1RH281R-276-2 50,366 967,402 7,595 2-S18-2RH331-1RH281R-274F 50,349 1,250,555 9,523 2-S18-2RH33 l-1RH281R-274F-2 50,338 1,248,990 9,513 2-S18-2RH331-1RH281RA.-268F 55,438 1,447,421 10,966 2-S18-2RH331-1RH281RA.-268F-2 55,019 1,447,209 10,956 2-S18-2RH331-1RH281RA.-268N 54,014 1,282,543 9,814 2-S18-2RH331-1RH281RA.-268N-2 53,909 1,282,307 9,811 2-S18-2RH331-2RH333-267 53,754 644,385 5,462 2-S18-2RH331-2RH333-267-2 53,628 644,010 5,457 2-S18-2RH331-1RH292R-262N 51,615 613,530 5,209 2-SI8-2RH331-1RH292R-262N-2 51,445 622,001 5,264 2-SI8-2RH331-1RH292R-260F 51,557 1,409,558 10,631 RHRs-II 2-SI8-2RH33 l-1RH292R-260F-2 51,652 1,409,983 10,635 2-S18-2RH331-1RH292AR-260N 61,221 1,686,244 12,708 2-S18-2RH331-1RH292AR-260N-2

  • 61,240 1,686,279 12,709 2-SI8-2RH332-2RH336-254F 47,914 242,781 2,610 2-SI8-2RH332-2RH336-254F-2 47,871 242,642 2,608 2-SI8-2RH332-2RH336-250N 52,874 170,099 2,214 2-SI8-2RH332-2RH336-250N-2 52,410 169,713 2,202 2-SI8-2RH332-2RH337-248F 51,765 282,564 2,958 2-S18-2RH332-2RH337-248F-2 51,112 274,560 2,890 2-S18-2RH332-2RH335~248N 52,008 311,775 3,162 2-S18-2RH332-2RH335-248N-2 51,503 310,980 3,146 2-S18-2RH332:.2RH335=-244 50,221 234,103 2,597 2-SI8-2RH332-2RH335-244-2 50,097 234,086 2,595 Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0
      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 3-12 Table 3-5 (continued)

Weld Location Axial Force Moment Total Stress Segment Node (lbs) (in-lbs) (psi) 2-SI6-2RH32-2RH322-324Z 94,861 351,868 15,887 2-SI6-2RH32-2RH322-324Z-2 94,825 351,813 15,884 2-SI6-2RH32-2RH322-322F 94,831 283,515 13,816 2-SI6-2RH32-2RH322-322F-2 94,780 283,426 13,810 RHRr2-I 2-SI6-2RH32-2RH322-322N 93,973 222,880 11,932 2-SI6-2RH32-2RH322-322N-2 93,732 223,440 11,936 2-SI6-2RH32-2RH322-320 93,732 112,739 8,584 2-SI6-2RH32-2RH322-320-2 93,560 112,711 8,574 2-SI6-2SI582-2SI584-196Z 92,718 402,630 17,306 2-SI6-2SI582-2SI584-196Z-2 92,733 402,620 17,307 2-SI6-2SI582-2SI584-240N 92,732 387,658 16,853 2-SI6-2SI582-2SI584-240N-2 92,719 387,483 16,847 RHRr3-I 2-SI6-2SI582-2SI584-240F 98,521 276,014 13,792 2-SI6-2SI582-2SI584-240F-2 98,311 268,889 13,565 2-SI6-2SI582-2SI584-242 98,307 114,901 8,902 2-SI6-2SI582-2SI584-242-2 98,159 114,857 8,892 Notes: See Figures 3-1, 5-3, and 5-4 for piping layout.

Axial force includes pressure.

Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

    • ~ This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3

rL_

Cold Lc:g loop 2

-I<}- - T,*

  • I

- ...f<J- - -f><1 RHRr2-I Si*l66*2 I

I I RH~133 L-K]

L--l<l--T r

Cold leg loop 3 I

I RHRr3*1 S1*166*3

.I I RH-134 L-t<J Figure 3-1 D.C. Cook Units 1 and 2 Typical Piping Layout for RHR Lines Pipe Geometry and Loading January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRiME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 4-1 4.0 MATERIAL CHARACTERIZATION 4.1 RHR LINE PIPE MATERIAL AND WELD PROCESS The material type of the RHR lines for D.C. Cook Units 1 and 2 is either A376 TP316 for seamless pipes or A403 WP 316 for fittings. This is a wrought product of the type used for the piping in several PWR plants. The welding processes used are Shielded Metal Arc Weld (SMAW) and Submerged Arc Weld (SAW).

In the following sections the tensile properties of the materials are presented for use in the Leak-Before-Break analyses.

4.2 TENSILE PROPERTIES Certified Materials Test Reports (CMTRs) with mechanical properties were not readily available for th~

D.C. Cook Units 1 and 2 RHR lines. Therefore, ASME Code mechanical properties were used to establish the tensile properties for the Leak-Before-Break analyses.

For the A376 TP316 (seamless pipe) and A403 WP316 (wrought fittings) material types, the representative properties at operating temperatures are established from the tensile properties given by Section II of the 2007 ASME Boiler and Pressure Vessel Code. Code tensile properties at temperatures for the operating conditions considered in this LBB analysis were obtained by linear interpolation of tensile properties provided in the Code.

Material modulus of elasticity was also interpolated from ASME Code values for the operating temperatures considered, and Poisson's ratio was taken as 0.3. The yield strengths, ultimate strengths, and elastic moduli for the pipe material at applicable operating temperatures are tabulated in Table 4-1.

4.3 REFERENCE 4-1 ASME Boiler and Pressure Vessel Code Section II, 2007 Edition through 2008 Addenda.

Material Characterization January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 4-2 Table 4-1 Material Properties for Operating Temperature Conditions on D.C. Cook Units 1 and 2 RHR Lines Operating Ultimate Yield Elastic Modulus Segment Temperature Strength Strength (psi)

{°F) (psi) (psi)

RHR.s-1 617 71,800 18,764 25,215,000 RHR.s-11 RHR.r2-I 120 75,000 28,960 27,992,308 RHR.r3-I Material Characterization January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 5-1 5.0 CRITICAL LOCATIONS 5.1 CRITICAL LOCATIONS The Leak-Before-Break (LBB) evaluation margins are to be demonstrated for the critical locations (governing locations). Such locations are established based on the loads (Section 3.3) and the material properties established in Section 4.2. These locations are defined below for the D.C. Cook RHR lines.

Critical Locations for the RHR Lines:

All the welds in the RHR lines are fabricated using the Shielded Metal Arc Weld (SMAW) or Submerged Arc Weld (SAW) processes. The pipe material type is A376 TP316 or A403 WP316. The governing locations were established on the basis of the pipe geometry, welding process, material type, operating temperature, operating pressure, and the highest faulted stresses at the welds.

Table 5-1 shows the highest faulted stress and the corresponding weld location node for each welding process type in each segment of the 14-inch RHR suction lines and the 8-inch RHR return lines, enveloping both D.C. Cook Units 1 and 2. Definition of the piping segments and the corresponding operating pressure and temperature parameters are from Tables 3-1 and Figure 3-1. Figures 5-1 through 5-4 show the locations of the critical welds.

Table 5-1 Critical Analysis Location for Leak-Before-Break ofD.C. Cook Units 1 and 2 RHR Lines Operating Operating Maximum Welding Weld Location Segment Pipe Size Pressure Temperature Faulted Stress Process Node (psig) (OF) (psi)

SMAW 2235 617 11,527 288 (Unit 1)

RHR.s-1 14-inch SAW 2235 617 8,800 284F (Unit 1)

SMAW 450 120 12,709 260N (Unit 2)

RHR.s-11 14-inch SAW 450 120 11,581 268F (Unit 1)

SMAW 2235 120 15,887 324Z (Unit 2)

RHR.r-1* 8-inch SAW 2235 120 21,130 196Z (Unit 1)

Note: *RHRr-I includes RHRr2-I (Loop 2) and RHRr3-I (Loop 3).

Critical Locations January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRJETARY CLASS 3 5-2 Critical Location:

Segment RHR.s-1 SMAW weld Critical Location:

Segment RHR.s-1 SAW weld Critical Location:

Segment RHR.s-II SAW weld 14" SCH 160 248 Figure 5-1 D.C. Cook Unit 1 RHR Suction Line Loop 2 Critical Weld Locations Critical Locations January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 . 5-3 Critical Location:

Segment RHRr-I SAW weld I I I

Accumulator Line Loop 2 I

Accumulator Line Loop 3 I I .

I I f ~\

A

,,.,r I Sl-.l66-2

.~

f f \

A

  • !., \

,.,. I SI-166-3

'I' RHR Return RHR Return to Accumulator Line Loop 2 to Accumulator Line Loop 3 Figure 5-2 D.C. Cook Unit 1 RHR Return Line Loops 2 and 3 Critical Weld Locations Critical Locations January 2018 WCAP-18302-NP Revision 0

    • .* This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 5-4 Critical Location:

Segment RHRs-11 SMAW weld 14" SCH 160 Figure 5-3 D.C. Cook Unit 2 RHR Suction Line Loop 2 Critical Weld Locations Critical Locations January 2018 WCAP-18302-NP Revision 0

      • This record*was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 5-5 Critical Location:

Segment RHRr-I SMAW weld I I I

Accumulator Line Loop 2 I

Accumulator Line Loop 3

  • I I .

I A A 2-RH-133 2-RH-134 t t \ 2-SJ-165-2

  • 1-, ..

'1l,,.,..I

  • f

..,.__. f / , \.

,!,.- I 2-Sl-166-3 RHRRetum

,/ RHR Return

' V *l to Accumulator Line Loop 2 to Accumulator Line Loop 3 Figure 5-4 D.C. Cook Unit 2 RHR Return Line Loops 2 and 3 Critical Weld Locations Critical Locations January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

~~---- --

WESTINGHOUSE NON-PROPRIETARY CLASS 3 6-1

  • 6.0 LEAK RATE PREDICTIONS

6.1 INTRODUCTION

The purpose of this section is to discuss the method which is used to predict the flow through postulated through-wall cracks and present the leak rate calculation results for through-wall circumferential cracks.

6.2 GENERAL CONSIDERATIONS The flow of hot pressurized water through an opening to a lower back pressure causes flashing which can result in choking. For long channels where the ratio of the channel length, L, to hydraulic diameter, D8 ,

(L/DH) is greater than [

6.3 CALCULATION METHOD The basic method used in the leak rate calculations is the method developed by [

The flow rate through a crack was calculated in the following manner. Figure 6-1 (from Reference 6-2) was used to estimate the critical pressure, P for the RHR line enthalpy condition and an assumed flow.

0, Once Pc was found for a given mass flow, the [ t,c,e was found from Figure 6-2 (taken from Reference 6-2). For all cases considered, [

rc,e therefore, this method will yield the two-phase pressure drop due to momentum effects as illustrated in Figure 6-3, where P0 is the operating pressure. Now using the assumed flow rate, G, the frictional pressure drop can be calculated using (6-1) where the friction factor f is determined using the [ rc,e The crack relative roughness, E, was obtained from fatigue crack data on stainiess steel samples. The relative roughness value used in these calculations was [ rc,e The frictional pressure drop using equation 6-1 is then calculated for the assumed flow rate and added to the [ t,c,e to obtain the total pressure drop from.the primary system to tl)e atmosphere.

Leak Rate Predictions January 2018 WCAP-18302-NP RevisionO

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRJETARY CLASS 3 6-2 That is, for the RHR lines:

Absolute Pressure - 14.7 = [ (6-2) for a given assumed flow rate G. If the right-hand side of equation 6-2 does not agree with the pressure difference between the RHR line and the atmosphere, then the procedure is repeated until equation 6-2 is satisfied to within an acceptable tolerance which in turn leads to a flow rate value for a given crack size.

For the single phase cases with lower temperature, leakage rate is calculated by the following equation (Reference 6-4) with the crack opening area obtained by the method from Reference 6-3.

Q = A (2gLiP/kp)°-5 ft 3/sec; (6-3) where, LiP = pressure difference between stagnation and back pressure (lb/ft'), g = acceleration of gravity (ft/sec\ p = fluid density at atmospheric pressure (lb/ft\ k = friction loss including passage loss, inlet and outlet of the through-wall crack, A= crack opening area (ft').

6.4 LEAK RATE CALCULATIONS

  • Leak rate calculations were made as a function of crack length at the governing locations previously identified in Section 5.1. The normal operating loads of Table 3-2 (for Unit 1), and Table 3-3 (for Unit 2),

were applied in these calculations. The crack opening* areas were estimated using the method of Reference 6-3 and the leak rates were calculated using the formulation described above. The material properties of Section 4.2 (see Table 4-1) were used for these calculations.

The flaw sizes to yield a leak rate of 8 gpm were calculated at the governing locations and are given in Table 6-1 for D.C. Cook Units 1 and 2. The flaw sizes so determined are called leakage flaw sizes.

The D.C. Cook Units 1 and 2 RCS pressure boundary leak detection system meets the intent of Regulatory Guide 1.45 and ineets a leak detection capability of 0.8 gpm. Thus, to satisfy the margin of 10 on the leak rate, the flaw sizes (leakage flaw sizes) are determined which yield a leak rate of 8 gpm.

Leak Rate Predictions January 2018 WCAP-18302-NP

  • Revision 0
      • This record was final approved on 1/18/2018.9:39:42 AM. ( This statement was added by the PRIME system upon.its validation)

WESTINGHOUSE NONsPROPRIETARY CLASS 3 6-3

6.5 REFERENCES

6-1 [

]a,c,e 6-2 M. M. El-Wakil, "Nuclear Heat Transport, International Textbook Company," New York, N.Y, 1971.

6-3 Tada, H., "The Effects of Shell Corrections on Stress Intensity Factors and the Crack Opening Area of Circumferential and a Longitudinal Through-Crack in a Pipe," Section II-1, NUREG/CR-3464, September 1983.

6-4 Crane, D. P., "Handbook of Hydraulic Resistance Coefficient," Flow of Fluids through Valves, Fittings, and Pipe by the Engineering Division of Crane, 1981, Technical Paper No. 410.

Leak Rate Predictions January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 6-4 Table 6-1 Flaw Sizes Yielding a Leak Rate of 8 gpm for the D.C. Cook Units 1 and 2 RHR Lines Welding Weld Location Leakage Flaw Size Segment Pipe Size Process Node (in)

SMAW 288 (Unit 1) 4.59 RHRs-I 14-inch.

SAW 284F (Unit 1) 5.50 SMAW 260N (Unit 2) 6.41 RHRs-II 14-inch SAW 268F (Unit 1) 5.91 SMAW 324Z (Unit 2) 4.25 RHRr-I* 8-inch SAW 196Z (Unit 1) 4.11 Note: *RHRr-I includes RHRr2-I (Loop 2) and RHRr3-I (Loop 3).

Leak Rate Predictions January 2018 WCAP-18302-NP RevisionO

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 . 6-5 a,c,e

?:

u 9

11,1

~

I STAGNATION ENTHALPY ( 1c,2 Btu/lb)

Figure 6-1 Analytical Predictions of Critical Flow Rates of Steam-Water Mixtures Leak Rate Predictions January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was.added by the PRIME system upon its validation)

~

WESTINGHOUSE NON-PROPRIETARY CLASS 3 6-6 a,c,e LENGTH/DIAMETER RATIO (LID>

Figure 6-2 [ r,c,e Pressure Ratio as a Function of LID Leak Rate Predictions January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 6-7 a,c.e

[

Figure 6-3 Idealized Pressure Drop Profile Through a Postulated Crack Leak Rate Predictions January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 7-1 7.0 FRACTURE MECHANICS EVALUATION 7.1 GLOBAL FAILURE MECHANISM Determination of the conditions which lead to failure in stainless steel should be done with plastic fracture methodology because of the large amount of deformation accompanying fracture. One method for predicting the failure of ductile material is the plastic instability method, based on traditional plastic limit load concepts, but accounting for strain hardening and taking into account the presence of a flaw. The flawed pipe is predicted to fail when the remaining net section reaches a stress level at which a plastic hinge is formed. The stress level at which this occurs is termed as the flow stress. The flow stress is generally taken as the average of the yield and ultimate tensile strength of the material at the temperature of interest. This methodology has been shown to be applicable to ductile piping through a large number of experiments and will be used here to predict the critical flaw size in the RHR line piping. The failure criterion has been obtained by requiring equilibrium of the section containing the flaw (Figure 7-1) when loads are applied. The detailed development is provided in Appendix A for a through-wall circumferential flaw in a pipe with internal pressure, axial force, and imposed bending moments. The limit moment for such a pipe is given by:

] a,c,e where:

r The analytical model described above accurately accounts for the piping internal pressure as well as imposed axial force as they affect the limit moment. Good agreement was found between the analytical predictions and the experimental results (Reference 7-1 ). For application of the limit load methodology, the material, including consideration of the configuration, must have a sufficient ductility and ductile tearing resistance to sustain the limit load.

Fracture Mechanics Evaluation January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 7-2 7.2 RESULTS OF CRACK STABILITY EVALUATION A stability analysis based on limit load was performed. Shop welds and field welds for the RHR lines of D.C. Cook Units 1 and 2 utilize the SMAW or SAW weld processes. The "Z" correction factor (References 7-2 and 7-3) are as follows:

Z = 1.15 [1.0 + 0.013 (OD-4)] for SMAW Z = 1.30 [1.0 + 0.010 (OD-4)] for SAW where OD is the outer diameter of the pipe in inches.

The Z-factors for the SMAW. and SAW were calculated for the critical locations, using the pipe outer diameter (OD) of 14.000 inches for the RHR suction lines and 8.625 inches for the RHR return lines. The applied faulted loads of Table 3-4 (for Unit 1) and Table 3-5 (for Unit 2) were increased by the Z factor and critical flaw size was calculated by flaw stability under the respective loading conditions for each governing location. Table 7-1 summarizes the results of the stability analyses based on limit load for the governing locations on D.C. Cook Units 1 and 2. The associated leakage flaw sizes (from Table 6-1) are also presented in the same table.

7.3 REFERENCES

7-1

  • Kanninen, M. F., et. al., "Mechanical Fracture Predictions for Sensitized Stainless Steel Piping with Circumferential Cracks," EPRl NP-192, September 1976.

7-2 Standard Review Plan; Public Comment Solicited; 3.6.3 Leak-Before-Break Evaluation Procedures; Federal RegisterNol. 52, No. 167/Friday, August 28, 1987/Notices, pp. 32626-32633.

7-3 NUREG~0800 Revision 1, March 2007, Standard Review Plan: 3.6.3 Leak-Before-Break Evaluation Procedures.

Fracture Mechanics Evaluation January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 7-3 Table 7-1 Flaw Stability Results for the D.C. Cook Units 1 and 2 RHR Lines Based on Limit Load Welding Weld Location Critical Flaw Size Leakage Flaw Size Segment Pipe Size Process Node (in) (in)

SMAW 288 (Unit 1) 17.22 4.59 RHR.s-I 14-inch SAW 284F (Unit 1) 18.03 5.50 SMAW 260N (Unit 2) 18.87 6.41 RHR.s-II 14-inch SAW 268F (Unit 1) 18.85 5.91

.SMAW 324Z (Unit 2) 10.30 4.25 RHRr-I* 8-inch SAW 196Z (Unit 1) 8.34 4.11 Note: *RHRr-I includes RHRr2-I (Loop 2) and RHRr3-I (Loop 3).

Fracture Mechanics Evaluation January 2018

-WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 7-4 Neutral Axis Figure 7-1 [ ]8,c,e Stress Distribution Fracture Mechanics Evaluation January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 8-1 8.0 ASSESSMENT OF FATIGUE CRACK GROWTH The fatigue crack growth (FCG) analysis is not a requirement for the LBB analysis (see References 8-1 and 8-2) since the LBB analysis is based on the postulation of a through-wall flaw, whereas the FCG analysis is performed based on the surface flaw. In addition Reference 8-3 has indicated that, "the Commission deleted the fatigue crack growth analysis in the proposed rule. This requirement was found to be unnecessary because it was bounded by the crack stability analysis."

Also, since the growth of a flaw which leaks 8 gpm would be expected to be minimal between the time that leakage reaches 8 gpm and the time that the plant would be shutdown; therefore, only a limited number of cycles would be expected to occur.

8.1 REFERENCES

8-1 Standard Review Plan; Public* Comment Solicited; 3.6.3 Leak-Before-Break Evaluation Procedures; Federal Register/Vol. 52, No. 167/Friday, August 28, 1987/Notices, pp. 32626-32633.

8-2 NUREG-0800 Revision 1, March 2007, Standard Review Plan: 3.6.3 Leak-Before-Break Evaluation Procedures.

8-3 Nuclear Regulatory Commission, 10 CFR 50, Modification of General Design Criteria 4 Requirements for Protection Against Dynamic Effects of Postulated Pipe Ruptures, Final Rule, Federal Register/Vol. 52, No. 207/Tuesday, October 27, 1987/Rules and Regulations, pp. 41288-41295.

Assessment of Fatigue Crack Growth January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 9-1 9.0 ASSESSMENT OF MARGINS The results of the leak rates of Section 6.4 and the corresponding stability evaluations of Section 7.2 are used in performing the assessment of margins. Margins are shown in Table 9-1 for the governing locations on D.C. Cook Units 1 and 2. All the LBB recommended margins are satisfied.

  • In summary, margins at the critical locations are relative to:
1. Flaw Size - Using faulted loads obtained by the absolute sum method,. a margin of 2 or more exists between the critical flaw and the flaw having a leak rate of 8 gpm (the leakage flaw).
2. Leak Rate - A margin of 10 exists between the calculated leak rate from the leakage flaw and the plant leak detection capability of 0.8 gpm.
3. Loads - At the critical locations the leakage flaw was shown to be stable using the faulted loads obtained by the absolute sum method (i.e., a flaw twice the leakage flaw size is shown to be stable; hence the leakage flaw size is stable). A margin of 1 on loads using the absolute summation of faulted load combinations is satisfied.

Assessment of Margins January 2018

.WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon* its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 9-2 Table 9-1 Leakage Flaw Sizes, Critical Flaw Sizes, and Margin for the D.C. Cook Units 1 and 2 RHR Lines Critical Leakage Welding Weld Location Segment Pipe Size Flaw Size Flaw Size Margin Process Node (in) (in)

SMAW 288 (Unit 1) 17.22 4.59 3.8 RHRs-I 14-inch SAW 284F (Unit 1) 18.03 5.50 3.3 SMAW 260N (Unit 2) 18.87 6.41 2.9 RHRs-Ii 14-inch SAW 268F (Unit 1) 18.85 . 5.91 3.2 SMAW 324Z (Unit 2) 10.30 4.25 2.4 RHRr-I* 8-inch SAW 196Z (Unit 1) 8.34 4.11 2.0 Note: *RHRr-I includes RHRr2-I (Loop 2) and RHRr3-I (Loop 3).

Assessment of Margins January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 10-1

10.0 CONCLUSION

S This report justifies the elimination of RHR line breaks from the structural design basis for D.C. Cook Units 1 and 2 as follows:

a. Stress corrosion cracking is precluded by use of fracture resistant materials in the piping system and controls on reactor coolant chemistry, temperature, pressure, and flow during normal operation.

Note: Alloy-82/182 welds do not exist at the D.C. Cook Units 1 and 2 RHR lines.

b. Water hammer should not occur in the RHR line piping because of system design, testing, and operational considerations.
c. The effects of low and high cycle fatigue on the integrity of the RHR line piping are negligible.
d. Ample margin exists between the leak rate of small stable flaws and the capability of the D.C. Cook Units 1 and 2 reactor coolant system pressure boundary leakage detection systems.
e. Ample margin exists between the small stable flaw sizes of item (d) and larger stable flaws.
f. Ample margin exists in the material properties used to demonstrate end-of-service life (fully aged) stability of the critical flaws.

For the critical locations, postulated flaws will be stable because of the ample margins described ind, e, and fabove.

Based on loading, pipe geometry, welding process, and material properties considerations, enveloping critical (governing) locations were determined at which Leak-Before-Break crack stability evaluations were made. Through-wall flaw sizes were postulated which would cause a leak at a rate of ten (10) times the leakage detection system capability of the plant. Large margins for such flaw sizes were demonstrated against flaw instability. Finally, fatigue crack growth assessment was shown not to be an issue for the RHR line piping. Therefore, the Leak-Before-Break conditions and margins are satisfied for D.C. Cook Units 1 and 2 RHR line piping. It is demonstrated that the dynamic effects of the pipe rupture resulting from postulated breaks in the RHR line piping need not be considered in the structural design basis of D.C. Cook Units 1 and 2.

Conclusions January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WESTJNGHOUSE NON-PROPRIETARY CLASS 3 A-1 APPENDIX A: LIMIT MOMENT

] a,c,e Appendix A: Limit Moment January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIM_E system upon its validation)

WESTINGHOUSE NON-PROPRIETARY CLASS 3 Q}

ca .

i.------------------------

Figure A-1 Pipe with a Through-Wall Crack in Bending Appendix A: Limit Moment January 2018 WCAP-18302-NP Revision 0

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement was added by the PRIME system upon its validation)

WCAP-18302-NP Revision 0 Proprietary Class 3 Author Approval Johnson Eric D Jan-17-2018 14:47:27 Reviewer Approval Wiratmo Momo Jan-17-2018 15:29:57 Manager Approval Leber Benjamin A Jan-18-2018 09:39:42 Files approved on Jan-18-2018

      • This record was final approved on 1/18/2018 9:39:42 AM. ( This statement.was added by the PRIME system upon its validation)
Retrieved from "https://kanterella.com/w/index.php?title=ML18334A269&oldid=2398036"