LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Section 3, Table of Contents
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SECTION 3 TABLE OF CONTENTS DESIGN OF STRUCTURES, COMPONENTS, EQUIPMENT, AND SYSTEMS section 3.1 3.1.1 3.1.2 3.1.3 3.1.4 3.2 3.2.1 3.2.1.1 3.2.1.2 3.2.1.3 3.2.2 3.2.2.1 3.2.2.2 3.2.2.3 3.3 3.3.1 3.3.1.1 3.3.2 3.3.2.1 3.3.2.2 3.3.2.3 SGS-UFSAR CONFORMANCE WITH NRC GENERAL DESIGN CRITERIA Introduction Conformance With ABC Proposal General Design Criteria (July 1967) conformance With ABC General Design Criteria (July 1971) PSE&G General Criteria CLASSIFICATION OF STRUCTURES, COMPONENTS, AND SYSTEMS Seismic classification Definition of Seismic Design Classifications Seismic Classification of Structures, Systems, and Components Seismic Criteria System Quality Considerations Codes and Standards ANSI 831.7 Field-Run Piping WIND AND TORNADO LOADINGS Wind Loadings Design Wind Velocity and Loadings Tornado Loadings Tornado Parameters Determination of Forces on Structures Interaction of Category I and Non-category I Structures 3-i 3.1-1 3.1-l 3.1-2 3.1-40 3.1-40a 3.2-1 3.2-1 3.2-l 3.2-2 3.2-7 3.2-7 3.2-7 3.2-7 3.2-8 3.3-1 3.3-1 3.3-1 3.3-l 3.3-1 3.3-1 3.3-2 Revision 12 July 22, 1992 Section 3.4 3.4.1 3.4.2 3.4.3 3.4.3.1 3.4.3.2 3.4.4 3.4.5 3.5 3.5.1 3.5.1.1 3.5.1.2 3.5.2 3.5.2.1 3.5.2.2 3.5.2.3 3.5.2.3.1 3.5.2.3.2 3.5.3 3.5.4 3.5.4.1 3.5.4.1.1 3.5.4.1.2 3.5.4.1.3 3.5.4.2 3.5.4.2.1 3.5.4.2.2 3.5.5 SGS-UFSAR TABLE OF CONTENTS ( COnt) WATER LBVEL (FLOOD) DESIGN Flood Elevations Structural Loadings Flood Protection Hurricane Precipitation Protection From Hurricane Drawdown Reference for Section 3.4 MISSILE PROTECTION Internally Generated Missiles Missile Types Missile Protection Methods Tornado Missiles Critical Missiles Selected for Evaluation Missile Protection Methods Safety Assurance Against Tornado Missile Induced Damages Backup Water Sources for Category I Water Storage Tanks Safety Evaluation of Loss of Suction to the Auxiliary Feedwater Pumps Modified Petry Formula Turbine Missile Turbine Placement and Characteristics High Pressure (HP) Turbine Low Pressure (LP} Turbine Overspeed Protection System Testing Probability of Missile Generation High Pressure Turbine Risk Analysis Low Pressure Turbine Risk Analysis References for Section 3.5 3-ii 3.4-l 3.4-1 3.4-l 3.4-1 3.4-1 3.4-5 3.4-6 3.4-6 3.5-1 3.5-1 3.5-1 3.5-1 3.5-3 3.5-3 3.5-3 3.5-5 3.5-5 3.5-10 3.5-12 3.5-12 3.5-12 3.5-13 3.5-15 3.5-18 3.5-18 3.5-19 3.5-19 3.5-22 Revision 16 January 31, 1998 --
Section 3.6 3.6.1 3.6.2 3.6.3 3.6.4 3.6.4.1 3.6.4.2 3.6.4.2.1 3.6.4.2.2 3.6.4.2.3 3.6.4.2.4 3.6.4.3 3.6.4.3.1 3.6.4.3.2 3.6.4.3.3 3.6.5 3.6.5.1 3.6.5.1.1 3.6.5.1.2 3.6.5.1.3 3.6.5.1.4 3.6.5.2 3.6.5.2.1 3.6.5.2.2 3.6.5.2.3 SGS-UFSAR TABLE OF CONTENTS (Cont) Title PROTECTION AGAINST DYNAMIC EFFECTS ASSOCIATED WITH THE POSTULATED RUPTURE OF PIPING Systems in Which Design Basis Piping Breaks Occur Design Basis Break Criteria Design Loading Combination Dynamic Analysis Reactor Coolant Loop System Analysis Reactor Coolant Loop Break Analysis Postulated Break Locations Mathematical Modeling (Original Design Analysis) Solution Method (Original Design Analysis) Results of Analysis (Original Design Analysis) Other High Energy Piping Systems Outside of Containment Introduction Criteria Used for Analysis Analytical Models and Techniques Protective Measures Nuclear Components Barriers Arrangement Restraint Protective Measures for Unit 1 Main Steam System Criteria for Determination of Location and Orientation of Postulated Breaks Analysis of Postulated Pipe Breaks Effects of Postulated Breaks on Safety-Related Equipment 3-iii 3.6-1 3.6-1 3.6-1 3.6-3 3.6-3 3.6-3 3.6-5 3.6-5 3.6-6 3.6-7 3.6-8 3.6-8 3.6-8 3. 6-8 3.6-10 3. 6-13 3.6-13 3.6-13 3.6-14 3.6-15 3.6-16 3.6-16 3.6-19 3.6-21 3.6-25 Revision 24 May 11, 2009 3.6.5.2.4 3.6.5.3 3.6.5.3.1 3.6.5.3.2 3.6.5.3.3 3.6.5.3.4 3. 6. 5. 4 3.6.5.5 3.6.5.6 3.6.5.7 3.6.5.8 3.6.5.9 3.6.5.10 3.6.5.11 3.6.5.12 3.6.5.12.1 3.6.5.12.2 3.6.5.12.3 3.6.5.12.4 3.6.5.12.5 3.6.5.12.6 3.6.5.13 3.6.5.14 3.6.6 App. 3.6A SGS-UFSAR TABLE OF CONTENTS (Cont) Analysis of Postulated Break on Unit Shutdown Capability Stearn Generator Feedwater System Criteria for Determination of Location and Orientation of Postulated Break Analysis of Postulated Pipe Breaks Effects of Postulated Breaks on Related Equipment Analysis of Postulated Break on Unit Shutdown Capability Chemical and Volume Control Letdown Line Stearn Generator Blowdown System Steam Supply to the Auxiliary Feedwater Pump Turbine Chemical and Volume Control Charging and Reactor Coolant Pump Seal Injection Stearn Water Protection Against Stearn Flooding Design Criteria For Encapsulation Sleeves Moderate Energy Pipe Failure Evaluations-Definitions Postulated Break Location Postulated Crack Size Evaluation Procedure Results and Modifications Additional Modifications Adjacent Non-Class I, Non-Safety Structure and Equipment Failure Evaluation 3.6-28 3.6-30 3.6-31 3.6-32 3.6-32 3.6-33 3.6-34 3.6-35 3.6-36 3.6-37 3.6-38 3.6-39 3.6-40 3.6-44 3.6-45 3. 6-4 6 3.6-46 3.6-47 3.6-47 3.6-48 3.6-53 Electrical Cable Environmental Qualification References for Section 3.6 3.6-54 3.6-56 3.6-56 3.6A-1 Description of Backdraft Damper 3-iv Revision 25 October 26, 2010 Section 3.7 3.7.1 3.7.1.1 3.7.1.2 3.7.1.3 3.7.1.4 3.7.2 3.7.2.1 3.7.2.1.1 3.7.2.1.2 3.7.2.2 3.7.2.3 3.7.2.4 3.7.2.5 3.7.2.6 3.7.2.7 3.7.2.8 3.7.2.9 3.7.2.10 3.7.2.11 3.7.2.12 3.7.3 3.7.3.1 3.7.3.2 SGS-UFSAR TABLE OF CONTENTS (Cont) SEISMIC DESIGN Seismic Input Design Response Spectra Design Response Spectra Derivation Critical Damping Values Bases for Site Dependent Analysis Seismic System Analysis Seismic Analysis for Structures Seismic Analysis for Category I Structures Seismic Analysis for Category II and Category III Structures Natural Frequencies and Response Loads Procedures Used to Lump Masses Methods Used to Couple Soil With Seismic-System Structures Development of Floor Response Spectra Differential Seismic Movement of Interconnected Components Combination of Modal Responses Effects of Variations on Floor Response Spectra Method used to Account for Torsional Effects Comparison of Responses Methods to Determine Category I Structure Overturning Analysis Procedure for Damping Seismic Subsystem Analysis Determination of Number of Earthquake Cycles Basis for Selection of Forcing Frequencies 3-v 3. 7-1 3.7-2 3.7-2 3. 7-2 3.7-3 3.7-4 3.7-5 3.7-6 3.7-6 3.7-7 3.7-8 3.7-8 3.7-9 3.7-9 3.7-10 3.7-10 3.7-11 3.7-12 3.7-13 3.7-14 3.7-14 3.7-15 3.7-15 3. 7-17 Revision 6 February 15, 1987 Section 3.7.3.3 3.7.3.4 3.7.3.5 3.7.3.6 3. 7.3. 7 3.7.3.8 3.7.3.9 3.7.3.9.1 3.7.3.9.2 3.7.4 3.7.4.1 3.7.4.2 3.7.4.3 3.7.4.4 3.7.5 3.8 3. 8.1 3.8.1.1 3.8.1.2 3.8.1.3 3.8.1.4 3.8.1.4.1 3.8.1.4.2 3.8.1.5 3.8.1.5.1 3.8.1.6 3.8.1.6.1 SGS-UFSAR TABLE OF CONTENTS (Cont) Ti Procedure for Combining Modal Responses Bases for Computing Combined Response Use of Simplified Dynamic Analysis Modal Period Variation Torsional Effects of Eccentric Masses Piping Outside Containment Structure Field Location of Supports and Restraints General Procedure Safety-Related Piping Seismic Instrumentation Program Comparison With Regulatory Guide 1.12 Location and Description of Instrumentation Control Room Operator Notification Comparison of Measured and Predicted Responses References for Section 3.7 DESIGN OF CATEGORY I STRUCTURES Containment Structure General Description Design Codes Design Loads and Loading Combinat i_ons Design and Analysis Procedures Static Analysis Dynamic Analysis Structural Design and Acceptance Criteria Fracture Prevention of Containment Pressure Boundary Materials, Quality Control, and Special Construction Techniques Liner Plate 3-vi 3.7-17 3.7-18 3.7-19 3.7-21 3.7-21 3.7-22 3.7-23 3.7-23 3.7-23 3.7-28 3.7-28 3.7-28 3.7-29 3.7-29 3.7-30 3.8-1 3.8-1 3.8-1 3.8-3 3.8-4 3.8-15 3.8-15 3.8-24 3.8-2.6 3.8-27 3.8-27 3.8-27 Revision 6 February 15, 1987 section 3.8.1.6.2 3.8.1.6.3 3.8.1.6.4 3.8.1.6.5 3.8.1.6.6 3.8.1.6.7 3.8.1.6.8 3.8.1.6.8.1 3.8.1.6.8.2 3.8.1.6.8.3 3.8.1.6.8.4 3.8.1.6.8.5 3.8.1.6.8.6 3.8.1.6.8. 7 3.8.1.6.8.8 3.8.1.6.8.9 3. 8.1. 6. 8.10 3. 8 .1. 6. 8.11 3.8.1.7 3.8.2 3.8.3 3.8.3.1 3.8.3.2 3.8.3.3 3.8.3.4 3.8.4 3.8.4.1 3.8.4.2 3.8.4.3 3.8.4.4 3.8.4.4.1 SGS-UFSAR TABLE OF CONTENTS ( Cont) Base Hat Cylinder wall Dome Penetrations and Openings Polar crane Missile Protection construction Procedures and Practices COdes of Practice Concrete Reinforcing Steel Waterproofing Membrane compaction of Fill Liner Plate Construction Penetrations Equipment and Personnel Access Hatches Piping Penetrations Electric Penetrations Testing and Inservice Inspection Steel containment System Internal Structures General Description Desiqn Codes Loads and Loading Combinations Design and Analysis Provisions other category I structures summary Description Desiqn Codes Loads and Loading Combinations Design and Analysis Procedures HVAC Duct and Support Methodology 3-vii 3.8-30 3.8-31 3.8-31 3.8-31 3.8-33 3.8-34 3.8-34 3.8-34 3.8-35 3.8-47 3.8-53 3.8-53 3.8-54 3.8-60 3.8-63 3.8-64 3.8-66 3.8-68 3.8-68 3.8-69 3.8-69 3.8-69 3.8-69 3.8-70 3.8-71 3.8-74 3.8-74 3.8-74 3.8-74 3.8-77 3.8-79 Revision 16 January 31, 1998 Section 3. 8. 4. s 3.8.4.5.1 3.8.5 3.8.5.1 3.8.5.2 3.8.5.3 3.8.5.4 3.8.6 3.9 3.9.1 3.9.1.1 3.9.1.2 3.9.1.3 3.9.1.4 3.9.1.5 3.9.1.6 3.9.1.7 3.9.1.8 3.9.2 3.9.2.1 3.9.2.2 3.9.2.3 SGS-UFSAR TABLE OF CONTENTS (Cont) Title Quality Control, and Construction Techniques Masonry Walls l?ounda t ions Codes, and Loads and Load Combinations Design and Analysis Procedures References for Section 3.8 MECHANICAL SYS'fEMS AND COMPONENTS Dynamic Systems J.\nalysis and Testing Vibration Operational Test Program Dynamic Testing Procedures Dynamic Testing and Examination of Reactor Internals Correlation of Test and Analytical Results Dynamic Analysis Methods for Reactor Internals Methods for ASME Code Class I Components Component Supports Dynamic Analysis of the Reactor Coolant ASME Code Class 2 and 3 Components Analytical and Empirical Methods for Design of Pumps and Valves and Installation Pressure-Relieving Devices Field Run Piping Systems 3-viii 3.8-79 3.8-79 3.8-80 3.8-80 3.8-81 3.8-81 3.8-81 3.8-82 3.9-1 3.9-3 3.9-3 3.9-5 3. 9-6 3. 9-11 3. 9-12 3.9-15 3.9-16 3.9-16 3.9-16 3.9-18 3.9-19 3.9-20 Revision 23 October 17, 2007 * *
- Section 3.9.3 3.9.4 3.9.5 App. 3.9A 3.9A.1 3.9A.2 3.9A.3 3.10 3.10.1 3.10.1.1 3.10.1.2 3.10.2 3.10.2.1 3.10.2.2 3.10.2.3 3.10.3 3.10.4 3.10.5 3.11 3.11.1 SGS-UFSAR TABLE OF CONTENTS (Cont) Seismic Analysis of As-Built Safety-Related Piping Inservice Testing of Pumps and Valves References for Section 3.9 Bolted connections For Linear component Support Introduction Design Approaches Representative Analyses of Typical Supports SEISMIC QUALIFICATION OF SEISMIC CATEGORY I INSTRUMENTATION AND ELECTRICAL EQUIPMENT Seismic Qualification Criteria Qualification Standards Acceptance Criteria Methods and Procedures For Qualifying Electrical Equipment Seismic Qualification by Type Test Seismic Qualification by Analysis Seismic Qualification by a Combination of Type Test and Analysis Methods and Procedures for Qualifying Supports of Instrumentation and Electrical Equipment Results of Tests and Analyses References for Section 3.10 ENVIRONMENTAL DESIGN OF MECHANICAL AND ELECTRICAL EQUIPMENT Equipment Identification and Environmental Conditions 3-ix 3.9-20 3.9-22 3.9-22 3.9A-1 3.9A-1 3.9A-l 3.9A-3 3.10-1 3.10-1 3.10-1 3.10-2 3.10-2 3.10-2 3.10-3 3.10-3 3.10-4 3.10-4 3.10-4 3.11-1 3.11-1 Revision 6 February 15, 1987 Section 3.11.1.1 3 .11.1.2 3.11.1.3 3 .11. 2 3.11.3 3 .11.4 3.12 3.12.1 3.12 .1.1 3.12.2 App. JA SGS-UFSAR TABLE OF CONTENTS (Cont) Equipment Identification Accident Conditions Normal Operating Environment Qualification Tests and Analyses Qualification Test Results Loss of Ventilation CONFORMANCE TO RULES ISSUED AFTER PLANT LICENSING 3.11-1 3.11-2 3.11-2 3.11-3 3.11-4 3.11-4 3.12-1 NRC Rule on station Blackout 3.12-1 Conformance to NRC Rule on Station Blackout 3.12-1 References 3.12-2 PSE&G Positions on USNRC Regulatory Guides JA-1 3-x Revision 15 June 12, 1996 Table 3.5-1 3.5-2 3.5-3 3.6-1 3.6-2 3.6-3 3.10-1 3A-l SGS-UFSAR LIST OF TABLES Title Mechanical Properties For LP Discs Mechanical Properties For LP Discs Mechanical Properties for LP Discs Postulated Reactor Coolant System Pipe Ruptures Main Steam Pipe Stress Summary -No. 13 Main Steam Line Steam Generator Feedwater Pipe Stress Summary -No. 12 Feedwater Line Summary of Seismic Qualifications for Safety-Related Equipment Deleted 3-xi Revision 28 May 22, 2015 Figure 3.3-1 3.3-2 3.3-3 3.3-4 3.3-5 3.4-1 3.4-2 3.4-3 3.5-1 3.5-2 3.5-3 3.5-4 3.5-5 3.5-6 3.5-6A SGS-UFSAR LIST OF FIGURES Title Pressure Distributions Wind Velocity Distributions for Tornado Conditions Forces in Containment Vessel due to Tornado Wind Loads Forces in Containment Vessel due to Tornado Wind Loads Forces in Containment Vessel due to Tornado Wind Loads Datum and Water Level Relationships Dike Elevation "Section A-A" Dike Elevation "Section B-B" Deleted: Refer to Plant Drawing 204811 Deleted: Refer to Plant Drawing 232445 Deleted: Refer to Plant Drawing 232444 High Pressure Cylinder-1800 RPM Double-Flow Design Blade Rings Low-Pressure Element-1800 RPM Double-Flow Design With 44" Last Row Blades Unit 2 Low-Pressure Element 1800 RPM Double-Flow Design With 47" Last Row Blades 3-xii Revision 27 November 25, 2013 Figure 3.5-7 3.6-1 3.6-2 3.6-3 3.6-4 3.6-5 3.6-6 3.6-7 3.6-8 3.6-9 3.6-10 3.6-11 3.6-12 3.6-13 3.6-14 SGS-UFSAR LIST OF FIGURES (Cont) Title Exploded View of Low Pressure Unit Postulated Break Locations -Reactor Coolant System Reactor Coolant Loop Model Steam Generator Upper Support Hodel SATAN-STHRUST Reactor Coolant Loop Hodel Reactor Coolant Loop Model Showing Hydraulic Force Locations Typical Time-History Reactor Coolant Loop Support Forces Following LOCA Typical Pipewhip Restraint-Reactor Coolant System Pipewhip Restraint Locations-Typical Steam Generator Feedwater Pipe Pipewhip Restraint Locations-Typical Main Steam Pipe Piping Arrangement-Main Steam and Feedwater Piping Arrangement-North Penetration Area-Plan Views at Elevations 84'-011 and 1001-011 Composite Study-North Penetration Area Composite Study-South Penetration Area Typical Pipewhip Restraint-Detail 3-xiii Revision 6 February 15, 1987 Figure 3.6-15 3.6-16 3.6-17 3.6-18 3.6-19 3.6-20 3.6-21 3.6-22 3.6-23 3.6-24 3.6-25 SGS-UFSAR LIST OF FIGURES (Cant) Title Electrical Arrangement-North Penetration Area-Plan .. Niew at Elevation 78'-0" Electrical Arrangement-North Penetration Area-Plan View at Elevation 100'-0" Electrical Arrangement-North Penetration Area-Section "B-B" and "C-C" Electrical Arrangement-North Penetration Area-Section "A-A" Typical Feedwater Pipewhip Attachment Isometric View of CVCS Letdown Line Outside of Containment Letdown Line Encapsulation Details No. 1 Unit -Containment and Penetration Area -Composite -Elevation 78' No. 1 Unit -Containment and Penetration Area -Composite -Elevation 100' Isometric View of Steam Line to the Auxiliary Feedwater Pump Turbine Showing Postulated Break Locations Typical Pipewhip Restraint and Sleeving for Steam Line to Auxiliary Feedwater Pump Turbine 3-xiv Revision 6 February 15, 1987 Figure 3.6-26 3.6-27 3.6-28 3.6-29 3.6-30 3.7-1 3.7-2 3.7-3 3.7-4 3.7-5 3.7-6 SGS-UFSAR LIST OF FIGURES (Cont) Title Deleted: Refer to Plant Drawing 204805 Deleted: Refer to Plant Drawing 204804 No. 1 Unit Auxiliary Building-Ventilation Design for Pipe Break Steam Line to Auxiliary Feed Pump and Letdown Line Details Backdraft Damper Typical Design Comparison of Seismic Response Spectra O.B.E. (10% g)-2% Damped Structural Response Comparison of Seismic Response Spectra D. B. E. (20% g)-5% Damped Structural Response Envelope of Total Accelerations for Shell and Peak Total Accelerations for Mat-D.B.E. Envelope of Total Accelerations for Shell and Peak Total Accelerations for Mat-O.B.E. Peak Displacements in Containment Vessel Relative to Foundation Mat At T=2.8 sec. -D.B.E. (0.2 g) Peak Displacements in Containment Vessel Relative to Foundation Mat At T=2.54 Sec-O.B.E. (0.1 g) 3-xv Revision 27 November 25, 2013 Figure 3.7-7 3.7-8 3.7-9 3.7-10 3.7-11 3.7-12 3.7-13 3.8-1 3.8-2 3.8-3 3.8-4 3.8-5 SGS-UFSAR LIST OF FIGURES (Cont) Title Envelope of Forces in Containment Vessel Due to Design Basis Earthquake ( 0. 2 g) Envelope of Forces in Containment Vessel Due to Design Basis Earthquake ( 0. 2 g) Envelope of Forces in Containment Vessel Due to Design Basis Earthquake ( 0. 2 g) Envelope of Forces in Containment Vessel Due to Operating Basis Earthquake Envelope of Forces in Containment Vessel Due to Operating Basis Earthquake ( 0. 1 g) Envelope of Forces in Containment Vessel Due to Operating Basis Earthquake ( 0. 1 g) Axisymmetric Finite Element Model -Containment Vessel Containment Building Cross Section Deleted: Refer to Plant Drawing 208900 Reactor Containment Cylinder Wall Reinforcement Deleted: Refer to Plant Drawing 201102 Deleted: Refer to Plant Drawing 201105 3-xvi Revision 27 November 25, 2013 Figure 3.8-6 3.8-7 3.8-8 3.8-9 3.8-10 3. 8-11 3.8-12 3.8-13 3.8-14 3.8-15 3.8-16 3.8-17 3.8-18 SGS-UFSAR LIST OF FIGURES (Cont) Title Deleted: Refer to Plant Drawing 201108 Deleted: Refer to Plant Drawing 201175 Reactor Containment -Cylindrical Wall Liner -Quadrant "A" Deleted: Refer to Plant Drawing 201181 Deleted: Refer to Plant Drawing 201131 Design Pressure -Temperature Transient 1.25 Times Design Pressure -Temperature Transient 1.50 Times Design Pressure -Temperature Transient Designation of Main Reinforcement Pattern for Containment Vessel Designation of Main Reinforcement Pattern for Containment Vessel Critical Section for Review at Foundation Mat Radial Stresses Induced in Mat by Factored Load Combinations Tangential Stresses Induced in Mat by Factored Load Combinations 3-xvii Revision 27 November 25, 2013 Figure 3.8-19 3.8-20 3.8-21 3.8-22 3.8-23 3.8-24 3.8-25 3.8-26 3.8-27 3.8-28 3.8-29 3.8-30 SGS-UFSAR LIST OF FIGURES (Cont) Vertical Stresses Induced in Mat by Factored Load Combinations Shear Stresses Induced in Mat by Factored Load Combinations Forces in Containment Vessel Due to Dead Load Forces in Containment Vessel Due to Dead Load Forces in Containment Vessel Due to Dead Load Thermal Gradients in Containment Wall Under Operating and Accident Conditions Stresses in Liner Plate and Reinforcing Steel Due to Thermal Loading Under Operating Condition Stresses in Liner Plate and Reinforcing Steel Due to Thermal Loading Under Operating Condition Stresses in Liner Plate and Reinforcing Steel Due to Thermal Loading Under Operating Condition Stresses in Liner Plate and Reinforcing Steel Due to Thermal Loading Under Accident Condition Stresses in Liner Plate and Reinforcing Steel Due to Thermal Loading Under Accident Condition Stresses in Liner Plate and Reinforcing Steel Due to Thermal Loading Under Accident Condition 3-xviii Revision 6 February 15' 1987 *
- Figure 3.8-31 3.8-32 3.8-33 3.8-34 3.8-35 3.8-36 3.8-37 3.8-38 3.8-39 3.8-40 3.8-41 3.8-42 SGS-UFSAR LIST OF FIGURES (Cont) Title Wind Velocity Distributions for Tornado Conditions Pressure Distributions Hot Pipe Penetration With Cooling Redundant Air Supply to Penetration Cooling Coils Deleted: Refer to VTD 301051 Deleted: Refer to VTD 301075 Pressure Piping -Personnel Lock Deleted: Refer to VTD 301059 Forces and Moments in Edge Beam of 18' Diameter Opening at Elevation 140' Due to Load Combinations A, B, and C Forces and Moments in Edge Beam of 18' Diameter Opening at Elevation 140' Due to Load Combinations A, B, and C Forces and Moments in Edge Beam of 9' Diameter Opening at Elevation 104' Due to Load Combinations A, B, and C Forces and Moments in Edge Beam of 9' Diameter Opening at Elevation 104' Due to Load Combinations A, B, and C 3-xix Revision 27 November 25, 2013 Figure 3.8-44 3.8-45 3.8-46 3.8-47 3.8-48 3.8-50 3.8-50A 3.8-51 3.8-52 3.8-53 3.8-54 SGS-UFSAR LIST OF FIGURES (Cont) Forces and Moments in Edge Beam of 9' Diameter Opening at Elevation 104' Due to Load Combinations A, B, and C Forces and Moments in Edge Beam of 9' Diameter Opening at Elevation 134' Due to Load Combinations A, .B, and C Force and Moment Contours Around 18' Diameter Opening Due to Critical Load Combination "A* Force and Moment Contours Around 18' Diameter Opening Due to Critical Load Combination "A" Force and Moment Contours Around 9' Diameter Opening Due to Critical Load Combination "A" Force and Moment Contours Around 9' Diameter Opening Due to Critical Load Combination 11A" Piping Penetration -Hot Pipe Piping Penetration -Cold Pipe Service Water Piping Penetration -Cold Pipe TYPical Low and Medium Voltage Electrical Penetration Assembly Reactor Cavity -Plan View Reactor Cavity -Section "A-A" Reactor Cavity -Section "B-B" 3-xx Revision 13 June 12, 1994 ._.
Figure 3.8-55 3.8-56 3.9.1 3.9-2 3A-1 3A-2 3A-3 3A-4 SGS-UFSAR LIST OF FIGURES (Cont) Title Stresses in a Thick Cylinder Deleted: Refer to Plant Drawing 201012 Seismic Dynamic Model Vibration Check-Out Functional Test Inspection Points Effect of Fluence and Copper Content on Shift of RTNDT for Reactor Vessels Exposed to 550°F Building Location Key Deleted Deleted 3-xxi Revision 27 November 25, 2013