ML081490624
| ML081490624 | |
| Person / Time | |
|---|---|
| Site: | South Texas  |
| Issue date: | 04/30/2008 |
| From: | South Texas |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| NOC-AE-08002283, STI: 32284244 | |
| Download: ML081490624 (28) | |
Text
STPEGS UFSAR TC 3-1 Revision 14 TABLE OF CONTENTS CHAPTER 3 DESIGN OF STRUCTURES, COMPONENTS, EQUIPMENT, AND SYSTEMS Section Title Page 3.1 CONFORMANCE WITH NRC GENERAL DESIGN CRITERIA3.1-1 3.1.1 Summary Description 3.1-1
3.1.2 Criterion
Conformance 3.1-1 3.2 CLASSIFICATION OF STRUCTURES, COMPONENTS, AND SYSTEMS 3.2-1 3.2.A Classification of Structures, Components, and Systems (Balance-of-Plant Scope) 3.2-1 3.2.A.1 Seismic Classifications 3.2-1 3.2.A.2 Quality Group Classification 3.2.2 3.2.B Classification of Structures, Components, and Systems (Nuclear Steam Supply System Scope) 3.2-4 3.2.B.1 Seismic Classification 3.2-4 3.2.B.2 System Quality Group Classification 3.2-6 3.2.C Use of USNRC Generic Letter 89-09 for ASME Component 3.2-6 Replacements 3.2.C.1 Generic Letter 89-09 Replacement List 3.2-6 3.3 WIND AND TORNADO LOADINGS 3.3-1 3.3.1 Wind Loading 3.3-1 3.3.2 Tornado Loadings 3.3-4 3.4 WATER LEVEL (FLOOD) DESIGN 3.4-1 3.4.1 Flood Protection 3.4-1
3.4.2 Analysis
Procedures 3.4-3
3.4.3 Internal
Flood Protection 3.4-5
3.4.4 Internal
Flood Analysis Procedures 3.4-7
3.5 MISSILE
PROTECTION 3.5-1
3.5.1 Missile
Selection and Description 3.5-1 3.5.2 Systems To Be Protected 3.5-11
3.5.3 Barrier
Design Procedures 3.5-11
3.6 PROTECTION
AGAINST DYNAMIC EFFECTS ASSOCIATED WITH THE POSTULATED RUPTURE OF PIPING 3.6-1
3.6.1 Postulated
Piping Failures in Fluid System Inside and Outside Containment 3.6-1 STPEGS UFSAR
TABLE OF CONTENTS (Continued)
CHAPTER 3
Section Title Page TC 3-2 Revision 14
3.6.2 Determination
of Break Locations and Dynamic Effects Associated with the Postulated Rupture of Piping 3.6-7
APPENDIX 3.6.A ISOLATION VALVE CUBICLE SUBCOMPARTMENT 3.6.A-1 ANALYSIS 3.6.A.1 Design Features 3.6.A-1 3.6.A.2 Design Evaluation 3.6.A-1 3.6.A.3 FLUD, A Compartment Differential Pressure Analysis Code 3.6.A-3 3.6.A.4 Energy Transfer Mechanisms 3.6.A-6 3.6.A.5 Thermodynamic Properties of Steam, Water and Air 3.6.A-9 3.6.A.6 GOTHIC 4.0 HLP-001 3.6.A-11 3.6.A.7 Stem Travel 3.6.A-12 APPENDIX 3.6.B HIGH ENERGY LINE BREAK EFFECTS 3.6.B-1 3.6.B.1 Isolation Valve Cubicle (IVC) 3.6.B-1 3.6.B.2 Mechanical Auxiliary Building 3.6.B-2 3.6.B.3 Reactor Containment Building 3.6.B-3
3.7 SEISMIC
DESIGN 3.7-1 3.7.1 Seismic Input 3.7-1 3.7.2 Seismic System Analysis 3.7-4 3.7.3A Seismic Subsystem Analysis, Balance of Plant (BOP, exclusive of NSSS) 3.7-20 3.7.3B Subsystem Seismic Analysis, NSSS Scope 3.7-27 3.7.4 Seismic Instrumentation 3.7-41 APPENDIX 3.7.A DYNAMIC LATERAL EARTH PRESSURES 3.7.A-1 3.7.A.1 Introduction 3.7.A-1 3.7.A.2 General Procedures 3.7.A-1 3.7.A.3 Dynamic Earth Pressures, Cross Section l 3.7.A-2 3.7.A.4 Dynamic Earth Pressures, Cross Section 2 3.7.A-2 3.7.A.5 Dynamic Earth Pressures, Cross Section 3 3.7.A-3 3.7.A.6 Base Shear Forces 3.7.A-3 STPEGS UFSAR
TABLE OF CONTENTS (Continued)
CHAPTER 3
Section Title Page TC 3-3 Revision 14
3.8 DESIGN
OF CATEGORY I STRUCTURES 3.8-1 3.8.1 Concrete Containment 3.8-1
3.8.2 Steel
Containment System (ASME Class MC Components) 3.8-44
3.8.3 Concrete
and Structural Steel Internal Structures of Concrete Containment 3.8-53
3.8.4 Other
Category I Structures 3.8-72
3.8.5 Foundations
and Concrete Supports 3.8-91
APPENDIX 3.8.A COMPUTER PROGRAMS USED IN STRUCTURAL ANALYSIS 3.8.A-1 3.8.A.1 Computer Programs 3.8.A-1 3.8.A.2 Static Analysis of Thin Shells of Revolution (ES418) 3.8.A-1 3.8.A.3 NASTRAN 3.8.A-2 3.8.A.4 Static Analysis of Shells - Data Management (ES420) 3.8.A-2 3.8.A.5 Interaction Analysis for Members Subjected to Bending with Axial Load and Thermal Gradient (ES423-WSD) and (ES424-USD) 3.8.A-3 3.8.A.6 ICES STRUDL - II - The Structural Design Language 3.8.A-3 3.8.A.7 Cross-Sectional Properties and Weight System Resultant (ES415) 3.8.A-4 3.8.A.8 Buckling of Shell of Revolution (BOSOR 4) 3.8.A-4 3.8.A.9 GEMIS - Geotechnical Engineering Monitoring Information System (ES211) 3.8.A-5 3.8.A.10 Plane Section Properties and Shear Force Distribution on an Assemblage of Rectangular Sections (ES432) 3.8.A-5 3.8.A.11 Determination of Stress and Displacements in an Elastic Half-Space (ES213) 3.8.A-5 3.8.A.12 SETTLE 3.8.A-6 3.8.A.13 NASTRAN Data Management-"Penetration Tendon Analyses" (ES428) 3.8.A-6 3.8.A.14 Fourier Series Analyses (ES0l7) 3.8.A-6 3.8.A.15 Generation of New Time History Load (ES434) 3.8.A-6 3.8.A.16 SRSS Loading Combination (ES439) 3.8.A-6 3.8.A.17 ICES COGO 3.8.A-7 3.8.A.18 Slope Stability Analysis System (SLOPE) 3.8.A-7 STPEGS UFSAR
TABLE OF CONTENTS (Continued)
CHAPTER 3
Section Title Page TC 3-4 Revision 14 3.8.A.19 STPSYS - A System to Calculate Settlements (ES214) 3.8.A-7 3.8.A.20 Response Envelope (ES431) 3.8.A-8 3.8.A.21 ICES STRUDL DYNAL 3.8.A-8 3.8.A.22 STRUCTURAL WELDS (CP-291 AO) 3.8.A-8 3.8.A.23 STARDYNE 3.8.A-8 3.8.A.24 BASEPLT and BASEPLATE II 3.8.A-9 3.8.A.25 BSAP (CE800) - Bechtel Structural Analysis Program 3.8.A-9 3.8.A.26 BSAP-POST (CE201) 3.8.A-10 3.8.A.27 BSAP-DYNAM (CE207) 3.8.A-12 3.8.A.28 BSAP-PRE (CE212) 3.8.A-12 3.8.A.29 SPECTRA (CE802) - Response Spectra Analysis 3.8.A-12 3.8.A.30 ASHD (CE803) - Axisymmetric Solids and Shells 3.8.A-12 3.8.A.31 ASHPOST/ASHCOMB (CE823) 3.8.A-13 3.8.A.32 FINEL(CE801) - Finite Element Program for Cracking Analysis 3.8.A-13 3.8.A.33 TENDON(CE239) - Prestressed Forces on a Hemispherical Dome 3.8.A-13 3.8.A.34 TURMIS(CE450) 3.8.A-14 3.8.A.35 SHAKE3 (CE9l5) - Vertical Shear in Horizontal Layers 3.8.A-14 3.8.A.36 FLUSH (CE988) - Soil Structure Interaction Time History Analysis 3.8.A-14 3.8.A.37 CLASS 1 (CE982) - Continuum Linear Analysis for Soil-Structure Interaction 3.8.A-15
APPENDIX VISUAL INSPECTION ACCEPTANCE CRITERIA FOR 3.8.B STRUCTURAL STEEL AND MISCELLANEOUS STEEL WELDING TO MEET DESIGN REQUIREMENTS 3.8.B-1 3.8.B.1 Scope 3.8.B-1 3.8.B.2 Classification of Weld Joints (Applicable to Section 3.8.B.3 only) 3.8.B-1 3.8.B.3 Acceptance Criteria Prior to August 15, 1985 3.8.B-2 3.8.B.4 Acceptance Criteria After August 15, 1985 3.8.B-7 3.9 MECHANICAL SYSTEMS AND COMPONENTS 3.9-1
3.9.1 Special
Topics for Mechanical Components 3.9-1
3.9.2 Dynamic
Testing and Analysis 3.9-34 STPEGS UFSAR
TABLE OF CONTENTS (Continued)
CHAPTER 3
Section Title Page TC 3-5 Revision 14 3.9.3 ASME Code Class l, 2, and 3 Components, Component Supports, and Core Support Structures of Pressure Relief Devices 3.9-48
3.9.4 Control
Rod Drive Systems 3.9-68
3.9.5 Reactor
Pressure Vessel Internals 3.9-79
3.9.6 Inservice
Testing of Pumps and Valves 3.9-87
3.10 SEISMIC QUALIFICATION OF CATEGORY I MECHANICAL AND ELECTRICAL EQUIPMENT 3.10-1 3.10.1 Seismic Qualification Criteria 3.10-1 3.10.2 Methods for Qualifying Electrical Equipment and Instrumentation 3.10-2 3.10.3 Methods and Procedures of Analysis or Testing of Supports of Mechanical and Electrical Equipment and Instrumentation 3.10-4 3.10.4 Operating License Review 3.10-5 3.10N SEISMIC QUALIFICATION OF SEISMIC CATEGORY I INSTRUMENTATION AND ELECTRICAL EQUIPMENT (NSSS) 3.10N-1 3.10N.1 Seismic Qualification Criteria 3.10N-1 3.10N.2 Methods and Procedures for Qualifying Electrical Equipment and Instrumentation 3.10N-2 3.10N.3 Method and Procedures for Qualifying Supports of Electrical Equipment and Instrumentation 3.10N-4 3.10N.4 Operating License Review 3.10N-4
3.11 ENVIRONMENTAL DESIGN OF MECHANICAL AND ELECTRICAL EQUIPMENT 3.11-1 3.11.1 Equipment Identification and Environmental Conditions 3.11-1 3.11.2 Qualification Tests and Analyses 3.11-2 3.11.3 Qualification Test Results 3.11-3 3.11.4 Loss of Ventilation 3.11-4 3.11.5 Estimated Chemical and Radiation Environment 3.11-4 STPEGS UFSAR
TABLE OF CONTENTS (Continued)
CHAPTER 3
Section Title Page TC 3-6 Revision 14 3.11N ENVIRONMENTAL DESIGN OF ELECTRICAL 3.11N-1 EQUIPMENT (NSSS) 3.11N.1 Equipment Identification and Environmental Conditions 3.11N-1 3.11N.2 Qualification Test and Analysis 3.11N-1 3.11N.3 Qualification Program Results 3.11N-2 3.11N.4 Loss of Ventilation 3.11N-2 3.11N.5 Estimated Chemical and Radiation Environment 3.11N-2
3.12 CONFORMANCE WITH NRC REGULATORY GUIDES 3.12-1 3.12.1 Regulatory Guide l.121 3.12-1 3.12.2 Regulatory Guide l.2 3.12-2 STPEGS UFSAR
LIST OF TABLES
CHAPTER 3
Table Title Page TC 3-7 Revision 14 3.2.A-1 Balance of Plant-Quality Classification 3.2-8 of Structures, Systems and Components 3.2.A-2 Correlation of Safety Classification with Industry Codes and Standards for Mechanical Components 3.2-43 3.2.B-1 Equipment Code and Classification List, Westinghouse Fluid System Components 3.2-44 3.2.B-2 Equipment Code and Classification List, Westinghouse Supplied Non-Fluid System Components 3.2-54 3.2.C-1 Generic Letter 89-09 Replacement List 3.2-63
3.3-1 Effective Velocity Pressures 3.3-9 3.3-2 Pressure Coefficients Selection Guide 3.3-10
3.4-1 Flood Loads for Category I Structures 3.4-13
3.5-1 Safety Class Systems and Components and Seismic Category I Structures To Be Protected 3.5-20 3.5-2 Barriers Designed for Missiles 3.5-33 3.5-3 Summary of Control Rod Drive Mechanism Missile Analysis 3.5-35 3.5-4 Characteristics of Other Missiles Postulated Within Reactor Containment 3.5-36 3.5-9 Characteristics of Tornado-Generated Missiles 3.5-37 3.5-10 Barriers for Tornado Missiles 3.5-38 3.5-11 General Aviation Accident Rate 3.5-40 3.5-12 Aircraft Accidents, Fatalities and Accident Rates - U.S. General Aviation Flying: 1972-1981 3.5-41 3.5-13 Ductility Factors 3.5-42 3.5-14 Resistance/Yield Displacement Values for Beams 3.5-44 3.5-15 Resistance/Yield Displacement Values for Rectangular Slabs 3.5-45 STPEGS UFSAR
LIST OF TABLES (Continued)
CHAPTER 3
Table Title Page TC 3-8 Revision 14 3.5-16 Rotating Equipment Missile Sources Outside Containment 3.5-46 3.5-17 Rotating Equipment Missile Sources Inside Containment 3.5-51 3.6.1-1 Essential, High Energy, and Moderate - Energy Systems 3.6-29 3.6.1-2 Design Comparison to Positions of NRC Branch Technical Position ASB 3-1 3.6-31 3.6.1-3 Design Comparison to NRC Branch Technical Position MEB 3-1 3.6-34 3.6.2-1 High-Energy Pipe Break Initial Stress Summary Results 3.6-37 3.6.A-1 Main Steam Line Break Short-Term Mass and Energy Release Rates in IVC 3.6.A-15 3.6.A-2 IVC Subcompartment Nodal Description for Main Steam Line Break 3.6.A-16 3.6.A-3 Node 10, Variable Node Parameters 3.6.A-17 3.6.A-4 Node 11, Variable Node Parameters 3.6.A-18 3.6.A-5 Mass/Energy Release Results for a 4.05 ft 2 Split Steam Line Break at 0% Power 3.6.A-19 3.6.A-6 IVC Common Corrider Area Subcompartment Nodal Description 3.6.A-20 3.6.B-1 Equipment Below RCB Maximum Flood Elevation 3.6.B-5 3.7-1 Damping Values 3.7-47 3.7-2 Method of Seismic Analysis Used for Category I Structures 3.7-48 3.7-3 Reactor Containment Building Natural Frequencies 3.7-50 3.7-4 Mechanical-Electrical Auxiliaries Building Natural Frequencies 3.7-51 3.7-5 Diesel Generator Building Natural Frequencies 3.7-52 3.7-6 Fuel Handling Building Natural Frequencies 3.7-53 3.7-7 Damping Values Used for Seismic Analysis of NSSS Equipment 3.7-54 3.7-8 Cases Where the Confirmatory-Basis Spectra are Used for the Justification of Completed Seismic Analysis, Designs and/or Qualifications 3.7-55 STPEGS UFSAR
LIST OF TABLES (Continued)
CHAPTER 3
Table Title Page TC 3-9 Revision 14 3.7-9 Maximum Relative Displacements Among Principal Power Block Structures 3.7-56 3.7.A-1 Final Analysis Cases, Soil/Structure Interaction Studies 3.7.A-6 3.7.A-2 Calculated Dynamic Pressures on Tendon Galleries 3.7.A-7 3.7.A-3 Calculated Base Shear Forces on Buildings 3.7.A-8 3.8.1-1 Load Combinations for Containment Structure 3.8-97 3.8.1-2 Summary of In-Process Test Results, Portland Cement 3.8-98 3.8.1-3A Summary of In-Process Test Results, Sieve Analysis and Fineness Modulus, Fine Aggregate (Sand) 3.8-99 3.8.1-3B Summary of In-Process Test Results, Fine Aggregate (Sand) 3.8-100 3.8.1-3C Summary of In-Process Test Results, Sieve Analysis, Coarse Aggregates 3.8-101 3.8.1-3D Summary of In-Process Test Results, Aggregate No. 67 (3/4 in. Gravel) 3.8-102 3.8.1-3E Summary of In-Process Test Results, Aggregate No. 4 (1-1/2 in. Gravel) 3.8-103 3.8.1-4 Summary of In-Process Test Results, Mix Water 3.8-104 3.8.1-5 Summary of In-Process Test Results, Admixtures 3.8-105 3.8.1-6 Summary of In-Process Test Data, Concrete CP-244 Results 3.8-106 3.8.1-7A Loading Combination for Design and Final Analysis of Containment Shell 3.8-107 3.8.1-7B Stress Analysis Results 3.8-109 3.8.2-1 Load Combinations for Class MC Components 3.8-120 3.8.2-2 Personal Airlock Penetrations 3.8-121 3.8.3-1 Load Combinations for Concrete Internal Structures 3.8-122 3.8.3-2 Load Combinations for Steel Internal Structures 3.8-123 3.8.3-3 Load Combinations for Class l, 2, 3, and MC Component Supports 3.8-124 3.8.3-4 Containment Internal Structures Summary of Governing Combined Stress Ratios from the Beam/Column Interaction Equation for Principal Structural Steel Members 3.8-125 3.8.4-1 Load Combinations for Concrete Category I Structures 3.8-129 3.8.4-2 Load Combinations for Steel Category I STPEGS UFSAR
LIST OF TABLES (Continued)
CHAPTER 3
Table Title Page TC 3-10 Revision 14 Structures 3.8-131 3.8.A-1 Computer Programs and Areas of Applications 3.8.A-16
3.9-1.1 List of Active Components 3.9-91 3.9-1.2 Active Valves (BOP Systems) 3.9-93 3.9-1.2A Active Valves (NSSS Systems) 3.9-104
3.9-2.1 Loading Combinations for ASME Class l NSSS Components and Supports 3.9-108 3.9-2.1A Stress Criteria for ASME B&PV Code,Section III Class 1 Components (BOP Scope of Supply) 3.9-109 3.9-2.2 Design Loading Combinations for ASME Code Classes 2 and 3 Components and Supports (NSSS Suppliers) 3.9-110 3.9-2.3 Design Loading Combinations for ASME III Class 1 Components (BOP Scope of Supply) 3.9-111 3.9-2.3A Design Loading Combinations for ASME III Code Class 2 and 3 Components (BOP Scope of Supply) 3.9-114 3.9-2.4 Design Loading Combinations for ASME III Code Class 1, 2, and 3 Component Supports (BOP Scope of Supply) 3.9-115 3.9-2.4A Load Combinations and Acceptance Criteria for Pressurizer Safety and Relief Valve Piping and Supports (ASME Class 1 Portion) 3.9-116 3.9-2.5 Conformance with NRC Regulatory Guide 1.48 (Bechtel Scope of Supply) 3.9-118 3.9-3 Stress Criteria for ASME III Code Class 2 and 3 Vessels Designed to NC-3300 and ND-3300 (BOP Scope of Supply) 3.9-120 3.9-3A Stress Criteria for ASME Code Class 2 and 3 Tanks by NSSS Supplier 3.9-121 3.9-4 Stress Criteria for ASME Code Section III Class 2 and Class 3 Nonactive Pumps (BOP Scope of Supply) 3.9-122 3.9-4A Stress Criteria for ASME Code Section III Class 2 and 3 Active Pumps (BOP Scope of Supply) 3.9-123 3.9-4B Stress Criteria for ASME Code Class 2 and 3 Active Pumps by the NSSS Supplier 3.9-124 STPEGS UFSAR
LIST OF TABLES (Continued)
CHAPTER 3
Table Title Page TC 3-11 Revision 14 3.9-4C Stress Criteria for ASME Code Class 2 and 3 Non-Active Pumps by the NSSS Supplier 3.9-125 3.9-5 Stress Criteria for ASME III Code Class 1 Valves (BOP Scope of Supply) 3.9-126 3.9-5A Stress Criteria for ASME Code Section III Class l Valves (NSSS) 3.9-127 3.9-6 Stress Criteria for Safety-Related ASME Code Class 2 and 3 Valves by NSSS Supplier 3.9-129 3.9-6A Stress Criteria for ASME III Code Class 2 and 3 Valves (BOP Scope of Supply) 3.9-130 3.9-7 Stress Criteria for ASME Section III Code Class 1 Piping (BOP Scope of Supply) 3.9-131 3.9-7A Stress Criteria for ASME III Code Class 2 and 3 Piping (BOP Scope of Supply) 3.9-132 3.9-7B Stress Criteria for ASME III Code Class 1 Component Supports (BOP Scope of Supply) 3.9-133 3.9-7C Stress Criteria for ASME III Code Class 2 and 3 Component Supports (BOP Scope of Supply) 3.9-134 3.9-8 Summary of Reactor Coolant System Design Transients 3.9-135 3.9-9 Maximum Deflections Allowed for Reactor Internal Support Structures 3.9-138 3.9-10 Safety-Related Seismic Category I Equipment Qualification Procedure (NSSS Scope) 3.9-139 3.9-18 Reactor Vessel Support Loads and Stresses 3.9-146 3.9-19 CRDM Head Adapter Bending Moments 3.9-147 3.9-21 Comparison of Results Between ME 913 and ASME Sample Problem 3.9-148 3.9-22 Hand-Calculated Results Compared with ME 913 Outputs 3.9-149 3.9-23 Compliance with Regulatory Guide 1.148 (NSSS Scope) 3.9-150 3.9-24 Compliance with Regulatory Guide1.148 (Non-NSSS Scope) 3.9-152
LIST OF TABLES (Continued)
CHAPTER 3
Table Title Page TC 3-12 Revision 14 3.10N-1 Seismic Category I Instrumentation and Electrical Equipment in Westinghouse NSSS Scope of Supply 3.10N-7
3.11-1 Environmental Conditions 3.11-6 3.11-3 Safety-Related Equipment (Inside Containment)
Operational and Qualification Requirements 3.11-25 3.11-4 Safety-Related Equipment (Outside Containment Harsh Environment) Operational and Qualification Requirements 3.11-26 3.11-5 Safety-Related Applications of Polyethylene Cable 3.11-27
3.12-1 Regulatory Guide Matrix 3.12-4 STPEGS UFSAR
LIST OF FIGURES
CHAPTER 3
Figure Number Title TC 3-13 Revision 14 3.3-1 Effective Velocity - Pressure Profile
3.3-2 Atmospheric Pressure - Field Profile
3.3-3 Tornado Pressure Distribution on a Structure
3.4-1 Typical Section through Plant
3.4-2 Maximum Flow Profiles Through the Plant
3.4-3 Typical Force Diagram
3.6.1-1 Sheet 1A - Postulated Break Points and Restraint Locations Main Steam, Loop 1 30"-MS-1001-GA2
Sheet 1B - Postulated Break Points and Restraint Locations Main Steam, Loop 2 30"-MS-1002-GA2
Sheet 1C - Postulated Break Points and Restraint Locations Main Steam, Loop 3 30"-MS-1003-GA2
Sheet 1D - Postulated Break Points and Restraint Locations Main Steam, Loop 4 30"-MS-1004-GA2
Sheet 2A - Postulated Break Points and Restraint Locations Feedwater, Loop 1 16", 18" FW-2012-GA2 - Unit 2
Sheet 2B - Postulated Break Points and Restraint Locations Feedwater, Loop 2 16", 18" FW-2014-GA2 - Unit 2
Sheet 2C - Postulated Break Points and Restraint Locations Feedwater, Loop 3 16", 18" FW-2016-GA2 - Unit 2
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-14 Revision 14 Sheet 2D - Postulated Break Points and Restraint Locations Feedwater, Loop 4 16", 18" FW-2018-GA2 - Unit 2
Sheet 2E - Postulated Break Points and Restraint Locations Feedwater, Loop 1 16", 18" FW-1012-GA2 - Unit 1
Sheet 2F - Postulated Break Points and Restraint Locations Feedwater, Loop 2 16", 18" FW-1014-GA2 - Unit 1
Sheet 2G - Postulated Break Points and Restraint Locations Feedwater, Loop 3 16", 18" FW-1016-GA2 - Unit 1
Sheet 2H - Postulated Break Points and Restraint Locations Feedwater, Loop 4 16", 18" FW-1018-GA2 - Unit 1
Sheet 3A - Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 1 (Inside Containment)- Unit 2
Sheet 3B - Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 2 (Inside Containment) - Unit 2
Sheet 3C - Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 3 (Inside Containment) - Unit 2
Sheet 3D - Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 4 (Inside Containment) - Unit 2
Sheet 3E - Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 1 (Inside Containment) - Unit 1
Sheet 3F - Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 2 (Inside Containment) - Unit 1
Sheet 3G- Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 3 (Inside Containment) - Unit 1
Sheet 3H- Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 4 (Inside Containment) - Unit 1
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-15 Revision 14 Sheet 4A - Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 1 (Outside Containment)
Sheet 4B - Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 2 (Outside Containment)
Sheet 4C - Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 3 (Outside Containment)
Sheet 4D - Postulated Break Points and Restraint Locations Auxiliary Feedwater Loop 4 (Outside Containment)
Sheet 5A - Unit 1 - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 1 (Inside Containment)
Sheet 5B - Unit 1 - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 2 (Inside Containment)
Sheet 5C - Unit 1 - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 3 (Inside Containment)
Sheet 5D - Unit 1 - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 4 (Inside Containment)
Sheet 5E - Unit 2 - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 1 (Inside Containment)
Sheet 5F - Unit 2 - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 2 (Inside Containment)
Sheet 5G - Unit 2 - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 3 (Inside Containment)
Sheet 5H - Unit 2 - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 4 (Inside Containment)
Sheet 6A - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 1 (Outside Containment)
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-16 Revision 14 Sheet 6B - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 2 (Outside Containment)
Sheet 6C - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 3 (Outside Containment)
Sheet 6D - Postulated Break Points and Restraint Locations Steam Generator Blowdown Loop 4 (Outside Containment)
Sheet 7B - Postulated Break Points and Restraint Locations Pressurizer Spray Line
Sheet 7C - Postulated Break Points and Restraint Locations RC Loop 2 Drain to RCDT
Sheet 7D - Postulated Break Points andRestraint Locations RC Loop 2 to RCDT Sheet 8A - Postulated Break Points and Restraint Locations Residual Heat Removal Pump A Suction: Inside Containment
Sheet 8B - Postulated Break Points and Restraint Locations Residual Heat Removal Pump B Suction: Inside Containment
Sheet 8C - Postulated Break Points and Restraint Locations Residual Heat Removal Pump C Suction: Inside Containment
Sheet 8D - Postulated Break Points and Restraint Locations Safety Injection to Hot Leg Loop 1 (Inside Containment)
Sheet 8E - Postulated Break Points and Restraint Locations Safety Injection to Hot Leg Loop 2 (Inside Containment)
Sheet 8F - Postulated Break Points and Restraint Locations Safety Injection to Hot Leg Loop 3 (Inside Containment)
Sheet 8J - Postulated Break Points and Restraint Locations Accumulators Drain to the RCDT STPEGS UFSAR
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-17 Revision 14 Sheet 9A - Postulated Break Points and Restraint Locations CVCS Letdown from Crossover Leg to Regenerative Heat Exchanger
Sheet 9B - Postulated Break Points and Restraint Locations CVCS Letdown (Outside Containment)
Sheet 9C - Postulated Break Points and Restraint Locations Normal Charging (Inside Containment)
Sheet 9D - Postulated Break Points and Restraint Locations Auxiliary Pressurizer Spray
Sheet 9E - Postulated Break Points and Restraint Locations Alternate Charging to Loop 3
Sheet 9F - Postulated Break Points and Restraint Locations Excess Letdown from Loop 4
Sheet 9G - Postulated Break Points and Restraint Locations Excess Letdown to Heat Exchangers
Sheet 9H - Postulated Break Points and Restraint Locations CVCS Letdown to Containment Penetrations
Sheet 10A - Postulated Break Poin ts and Restraint Locations CVCS (Letdown Outside Containment)
Sheet 10B - Postulated Break Poin ts and Restraint Locations (Letdown Outside Containment)
Sheet 10C - Postulated Break Poin ts and Restraint Locations (Letdown Outside Containment)
Sheet 10D - Postulated Break Poin ts and Restraint Locations (Letdown Outside Containment)
Sheet 10E - Postulated Break Poin ts and Restraint Locations (Letdown Outside Containment)
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-18 Revision 14 Sheet 10F - Postulated Break Poin ts and Restraint Locations (Letdown Outside Containment)
Sheet 10G - Postulated Break Poin ts and Restraint Locations (Letdown Outside Containment)
Sheet 10H - Postulated Break Poin ts and Restraint Locations (Letdown Outside Containment)
Sheet 10I - Postulated Break Poin ts and Restraint Locations (Letdown Outside Containment)
Sheet 10J - Postulated Break Poin ts and Restraint Locations (Letdown Outside Containment)
Sheet 10K - Postulated Break Poin ts and Restraint Locations (Letdown Outside Containment)
Sheet 10L - Postulated Break Points and Restraint Locations (Letdown Outside Containment)
Sheet 10M - Postulated Break Points and Restraint Locations (Letdown Outside Containment)
Sheet 10N - Postulated Break Poin ts and Restraint Locations (Letdown Outside Containment)
Sheet 10P - Postulated Break Points and Restraint Locations CVCS Letdown (Inside Containment) (2 sheets)
Sheet 10Q - Postulated Break Poin ts and Restraint Locations CVCS Letdown (Inside Containment) (2 sheets)
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-19 Revision 14 3.6.2-1 Loss of Reactor Coolant Accident Boundary Limits 3.6.2-3 Typical U-Bar Restraint
3.6.2-4 Typical EAM Restraint 3.6.2-5 Letdown Heat Exchanger Compartment Pressure Profile
3.6.2-6 Letdown Heat Exchanger Compartment Temperature Profile 3.6.2-7 Pipe Break Exclusion Zone for Main Steam (Typical) 3.6.2-8 Pipe Break Exclusion Zone for Feedwater (Typical)
3.6-3 Single Pipe Penetra tion for High Energy Lines 3.6.A-1 Node and Junction Diagram of the IVC for GOTHIC
3.6.A-2 Basic Flud Calculation Flowchart 3.6.A-3 Pressures in IVC due to MSLB Node 1 Break Node 6: Case 1 (Sheet 1 of 9)
Pressures in IVC due to MSLB Node 2 Break Node 6: Case 1 (Sheet 2 of 9)
Pressures in IVC due to MSLB Node 3 Break Node 6: Case 1 (Sheet 3 of 9)
Pressures in IVC due to MSLB Node 4 Break Node 6: Case 1 (Sheet 4 of 9)
Pressures in IVC due to MSLB Node 5 Break Node 7: Case 2 (Sheet 5 of 9)
Pressures in IVC due to MSLB Node 6 Break Node 6: Case 1 (Sheet 6 of 9)
Pressures in IVC due to MSLB Node 7 Break Node 7: Case 2 (Sheet 7 of 9)
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-20 Revision 14 Pressures in IVC due to MSLB Node 8 Break Node 7: Case 2 (Sheet 8 of 9)
Pressures in IVC due to MSLB Node 9 Break Node 6: Case 1 (Sheet 9 of 9)
3.6.A-4 IVC EQ Temperature Node 1 MSLB (Sheet 1 of 3) Node 1 MSLB (Sheet 2 of 3) Node 2 MSLB (Sheet 3 of 3) Node 3 MSLB
3.6.A-5 Node and Junction Diagram of the Common Corridor Area of the IVC Structure
3.7-1 Horizontal SSE Design Response Spectra
3.7-2 Horizontal OBE De sign Response Spectra
3.7-3 Vertical SSE Design Response Spectra
3.7-4 Vertical OBE Design Response Spectra
3.7-5 Artificial Time Histories, Horizontal & Vertical SSE
3.7-6 Horizontal Response Spectra, SSE, l% Damping
3.7-7 Horizontal Response Spectra, SSE, 2% Damping
3.7-8 Horizontal Response Spectra, SSE, 4% Damping
3.7-9 Horizontal Response Spectra, SSE, 7% Damping
3.7-10 Horizontal Response Spectra, SSE, l0% Damping
3.7-11 Vertical Response Spectra, SSE, l% Damping
3.7-12 Vertical Response Spectra, SSE, 2% Damping
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-21 Revision 14 3.7-13 Vertical Response Spectra, SSE, 4% Damping
3.7-14 Vertical Response Spectra, SSE, 7% Damping
3.7-15 Vertical Response Spectra, SSE, l0% Damping
3.7-15A Comparison of Surface Motion Re sponse Spectra with NRC Criteria, Horizontal OBE
3.7-15B Comparison of Computed Motion Response Spectra with NRC Criteria, Vertical OBE
3.7-15C Comparison of Foundation-level Motion Response Spectra with NRC Criteria, Horizontal OBE
3.7-16 Reactor Containment Building Mathematical Model
3.7-17 M-E Auxiliary Building Mathematical Model
3.7-17A Fuel-Handling Building Mathematical Model
3.7-17B Diesel-Generator Building Mathematical Model
3.7-17C Essential Cooling Water Intake Structure Mathematical Model
3.7-18 Location of Cross Sections for Soil-Structure Interaction Analysis
3.7-18A Finite Element Mesh Cross Section 1
3.7-18B Finite Element Mesh Cross Section 2
3.7-18C Finite Element Mesh Cross Section 3
3.7-19A E-W Total Acceleration Diagram (OBE), Containment Structure 3.7-19B N-S Total Acceleration Diagram (OBE), Containment Structure
3.7-20 Vertical Total Acceleration Diagram (OBE), Containment Structure
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-22 Revision 14 3.7-21 E-W Shear Force Diagram (OBE), Containment Structure
3.7-22 N-S Shear Force Diagram (OBE), Containment Structure
3.7-23 Bending Moment Diagram (About N-S Axis) (OBE), Containment Structure
3.7-24 Bending Moment Diagram (About E-W Axis) (OBE), Containment Structure
3.7-25 E-W Total Acceleration Diagram (OBE), M-E Auxiliary Building
3.7-26 N-S Total Acceleration Diagram (OBE), M-E Auxiliary Building
3.7-27 Vertical Total Acceleration Diagram (OBE), M-E Auxiliary Building
3.7-28 E-W Shear Force Diagram (SSE), M-E Auxiliary Building
3.7-29 N-S Shear Force Diagram (SSE), M-E Auxiliary Building
3.7-30 Bending Moment Diagram About E-W Axis (OBE), M-E Auxiliary Building 3.7-31 Bending Moment Diagram About N-S Axis (SSE), M-E Auxiliary Building
3.7-32 Floor Design Spectrum at El. 153.0 ft - East-West. OBE, RCB Containment Structure
3.7-33 Floor Design Spectrum at El. 153.0 ft - North-South. OBE, RCB Containment Structure
3.7-34 Floor Design Spectrum at El. 153.0 ft - Vertical. OBE, RCB Containment Structure
3.7-35 Floor Design Spectrum at El. 153.0 ft - East-West. SSE, RCB Containment Structure
3.7-36 Floor Design Spectrum at El. 153.0 ft - North-South. SSE, RCB Containment Structure
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-23 Revision 14 3.7-37 Floor Design Spectrum at El. 153.0 ft - Vertical. SSE, RCB Containment Structure
3.7-38 Floor Design Spectrum at El. 68.0 ft - East-West. OBE, RCB Internal Structure
3.7-39 Floor Design Spectrum at El. 68.0 ft - North-South. OBE, RCB Internal Structure
3.7-40 Floor Design Spectrum at El. 68.0 ft - Vertical. OBE, RCB Internal Structure
3.7-41 Floor Design Spectrum at El. 68.0 ft - East-West. SSE, RCB Internal Structure
3.7-42 Floor Design Spectrum at El. 68.0 ft - North-South. SSE, RCB Internal Structure
3.7-43 Floor Design Spectrum at El. 68.0 ft - Vertical. SSE, RCB Internal Structure
3.7-44 Floor Design Spectrum at All Elevations - Vertical. OBE, M-E Auxiliary Building
3.7-45 Floor Design Spectrum at All Elevations - Vertical. SSE, M-E Auxiliary Building
3.7-46 Floor Design Spectrum at El. 51.0 ft - East-West. OBE, M-E Auxiliary Building 3.7-47 Floor Design Spectrum at El. 51.0 ft - North-South. OBE, M-E Auxiliary Building
3.7-48 Floor Design Spectrum at El. 51.0 ft - East-West. SSE, M-E Auxiliary Building
3.7-49 Floor Design Spectrum at El. 51.0 ft - North-South. SSE, M-E Auxiliary Building
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-24 Revision 14 3.7-49A Structural - Configuration Revised Spectrum, MEAB El. 51 ft - E/W, OBE
3.7-49B Structural - Configuration Revised Spectrum, ME AB El. 51 ft - N/S, OBE
3.7-49C Structural - Configuration Revised Spectrum, ME AB El. 51 ft - Vertical, OBE 3.7-49D Structural - Configuration Revised Spectrum, MEAB El. 51 ft - E/W, SSE
3.7-49E Structural - Configuration Revised Spectrum, MEAB El. 51 ft - N/S, SSE
3.7-49F Structural - Configuration Revised Spectrum, ME AB El. 51 ft - Vertical, SSE 3.7-49G Floor Design Spectrum, FHB All Elevations - Vertical, OBE
3.7-49H Floor Design Spectrum, FHB All Elevations - Vertical, SSE
3.7-49I Floor Design Spectrum, FHB El. 30 ft - E/W, OBE
3.7-49J Floor Design Spectrum, FHB El. 30 ft - N/S, OBE
3.7-49K Floor Design Spectrum, FHB El. 30 ft - E/W, SSE
3.7-49L Floor Design Spectrum, FHB El. 30 ft - N/S, SSE
3.7-49M Floor Design Spectrum, DGB El. 55 ft - E/W, OBE
3.7-49N Floor Design Spectrum, DGB El. 55 ft - N/S, OBE
3.7-49O Floor Design Spectrum, DGB El. 55 ft - Vertical, OBE
3.7-50 Comparison of Acceleration Respon se Spectra at El. 68 ft of the RCB Internal Structure, E-W, OBE 3.7-51 Comparison of Acceleration Response Spectra at El. 30 ft of Fuel Handling Building, N-S, OBE
3.7-52 Comparison of Acceleration Response Spectra at El. 100 ft of Diesel STPEGS UFSAR
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-25 Revision 14 Generator Building, N-S, OBE
3.7-53 Comparison of Acceleration Response Spectra at El. 86 ft of Mechanical Auxiliary Building, E-W, OBE
3.7-54 Comparison of Acceleration Res ponse Spectra at El. 108 ft of RCB Containment Structure, N-S, OBE
3.7-55 Damping as a Function of ZPA for Design of Cable Tray Hangers
3.7-56 Multi-Degree of Freedom System
3.7.A-1 Finite Element Mesh, Cross Section 1
3.7.A-2 Lateral Dynamic Pressure on Ea st Wall of Auxiliary Building, Cross Section 1, Due to OBE
3.7.A-3 Lateral Dynamic Pressure on Ea st Wall of Auxiliary Building, Cross Section 1, Due to SSE
3.7.A-4 Lateral Dynamic Pressure on East Wall of Reactor Building, Cross Section 1, Due to OBE
3.7.A-5 Lateral Dynamic Pressure on East Wall of Reactor Building, Cross Section 1, Due to SSE
3.7.A-6 Lateral Dynamic Pressure on West Wall of Reactor Building, Cross Section 1, Due to OBE
3.7.A-7 Lateral Dynamic Pressure on West Wall of Reactor Building, Cross Section 1, Due to SSE
3.7.A-8 Finite Element Mesh, Cross Section 2
3.7.A-9 Lateral Dynamic Pressure on Uppe r Wall of Fuel Handling Building, Cross Section 2, Due to OBE
3.7.A-10 Lateral Dynamic Pressure on Lower Wall of Fuel Handling Building, Cross Section 2, Due to OBE STPEGS UFSAR
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-26 Revision 14 3.7.A-11 Lateral Dynamic Pressure on North Wall of Reactor Building, Cross Section 2, Due to OBE
3.7.A-12 Finite Element Mesh, Cross Section 3
3.7.A-13 Dynamic Pressure Distribution on North Wall of Auxiliary Building, Cross Section 3, Due to OBE
3.7.A-14 Lateral Dynamic Pressure on S outh Wall of Auxiliary Building, Cross Section 3, Due to OBE
3.8.1-1 Reactor Containment Building, General Arrangement
3.8.1-2 Reactor Containment Building, Mat & Shell Reinforcement
3.8.1-3 Reactor Containment Building, Dome Reinforcement
3.8.1-4 Reactor Containment Building, Reinforcement at Equipment Hatch
3.8.1-5 Reactor Containment Building, Buttress Reinforcement
3.8.1-6 Reactor Containment Building, Liner Details
3.8.1-7 Reactor Containment Building, Tendon Arrangement
3.8.1-8 Fuel Transfer Tube Penetration
3.8.1-9 Multiple Pipe Penetrations
3.8.1-10 Moderate Energy Pipe Penetrations
3.8.1-11 High Energy Pipe Penetration
3.8.1-12 Electrical Penetration
3.8.1-13 Strain Gage Locations and Crack Inspection Areas
3.8.1-14 Reactor Containment Building Key Elevations Showing Location of STPEGS UFSAR
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-27 Revision 14 Reference Sections
3.8.1-15 Reactor Containment Building Mathematical Model
3.8.1-16 Boundaries of Math Model of Equipment Hatch Opening Analysis
3.8.1-17 Reactor Containment Building Mathematical Model for Equipment Hatch Opening Analysis
3.8.2-1 Reactor Containment Building - Equipment Hatch, Typical Details
3.8.3-1 Reactor Containment Building, Reactor Pressure Vessel Support System
3.8.3-3 Reactor Containment Building, Typical Joint Detail for Internal Structure Element to Base Mat
3.8.3-4 Reactor Containment Building, Steam Generator Support System
3.8.3-5 Reactor Containment Building, Reactor Coolant Pump Support System
3.8.3-6 Reactor Containment Building, Pressurizer Support System
3.8.4-1 Category I Structures, Plan and Elevations
3.8.5-1 Category I Structures, Foundation Plans and Sections
3.8.B-1 Category A Welds, Permissible Undercut Values
3.8.B-2 Typical Cases of Oversize Fillet Welds Subjected to Category A Criterion
3.9-1 Lower Core Support Assembly (Core Barrel Assembly)
3.9-2 Upper Core Support Assembly
3.9-3 Plan View of Upper Support Plate Assembly
3.9-4 Full Length Control Rod Drive Mechanism
3.9-5 Full Length Control Rod Drive Mechanism Schematic STPEGS UFSAR
LIST OF FIGURES (Continued)
CHAPTER 3
Figure Number Title TC 3-28 Revision 14 3.9-6 Reactor Coolant Loop Support, Dynamic Structural Model
3.9-7 Not Used
3.9-8 Through-Wall Thermal Gradients
3.9-9 Nominal Latch Clearance at Minimum and Maximum Temperature
3.9-10 Control Rod Drive Mechanism Latch Clearance Thermal Effects
3.9-11 RPV Shell Submodel
3.9-12 Core Barrel Submodel
3.9-12A Internals Submodel
3.9-13 Steam Generator Lower Lateral Supports
3.9-14 Steam Generator U pper Lateral Supports
3.9-15 Steam Generator Upper Support Model
3.9-16 Reactor Coolant Pump Supports