ML23172A284

9 to Updated Final Safety Analysis Report, Appendix C, Table of Contents - Redacted

ML23172A284
Person / Time
Site:	Peach Bottom
Issue date:	04/10/2023
From:	Constellation Energy Generation
To:	Office of Nuclear Reactor Regulation
Shared Package
ML23172A253	List: ML23172A262 ML23172A270 ML23172A275 ML23172A280 ML23172A281 ML23172A284 ML23173A013 ML23173A015 ML23173A016 ML23173A017 ML23173A020 ML23173A023 ML23173A025 ML23173A029 ML23173A033 ML23173A037 ML23173A038 ML23173A040 ML23173A043 ML23173A045 ML23173A048 ML23173A049 ML23173A052 ML23173A055 ML23173A056 ML23173A057 ML23173A058 ML23173A059
References
EPID: L-2023-LRO-0038
Download: ML23172A284 (1)

Text

PBAPS UFSAR APPENDIX C - STRUCTURAL DESIGN CRITERIA TABLE OF CONTENTS SECTION TITLE C.1 CLASSIFICATION OF STRUCTURES C.1.1 General C.1.2 Seismic Class I Structures and Systems C.1.3 Seismic Class II Structures and Systems C.2 STRUCTURAL DESIGN BASIS C.2.1 Dead and Live Loads C.2.2 Seismic Loads C.2.3 Wind Loads C.2.4 Tornado Loads C.2.5 Special Loadings C.2.5.1 Turbine Missiles C.2.5.2 Tornado-Generated Missiles C.2.5.3 Temperature Loads C.2.5.4 Flood Loads and Flood Protection C.2.6 Loading Combinations C.2.6.1 Reactor Building and All Other Seismic Class I Structures C.2.6.2 Reactor Vessel Pedestal C.2.6.3 Spent Fuel Pool Security-Related C.2.6.4 Reactor Building with Spent Fuel Storage Cask C.2.7 Governing Codes a egulations C.2.7.1 Spent Fuel Pool Reevaluation C.3 ANALYSIS OF CLASS I STRUCTURES C.3.1 Scope C.3.2 Structural Analysis C.3.3 Seismic Analysis of Structures C.4 IMPLEMENTATION OF STRUCTURAL CRITERIA C.4.1 Reactor Building Floor System C.4.2 Reactor Building Concrete Wall C.4.3 Reactor Building Superstructure C.4.4 Reactor Pedestal C.4.5 Drywell Shielding Concrete C.4.6 The Sacrificial Shield C.4.7 Main Steam Pipe Chase C.4.8 Spent Fuel Pool C.4.9 Concrete Block Walls C.4.10 Strength Tests and Crack Control for Concrete APPENDIX C C-i REV. 25, APRIL 2015

PBAPS UFSAR TABLE OF CONTENTS (cont'd)

SECTION TITLE C.5 COMPONENTS C.5.1 Intent and Scope C.5.1.1 Components Designed by Rational Stress Analysis C.5.1.2 Components Designed Primarily by Empirical Methods C.5.1.3 Components Qualified for SQUG Methodology C.5.2 Loading Conditions and Allowable Limits C.5.2.1 Loading Conditions C.5.2.1.1 Normal Conditions C.5.2.1.2 Upset Conditions C.5.2.1.3 Emergency Conditions C.5.2.1.4 Faulted Conditions C.5.2.2 Allowable Limits C.5.3 Method of Analysis and Implementation of Criteria C.5.3.1 Reactor Vessel C.5.3.1.1 Vessel Fatigue Analysis C.5.3.1.2 Vessel Seismic Analysis C.5.3.2 Reactor Vessel Internals C.5.3.2.1 Internals Deformation Analysis C.5.3.2.2 Internals Fatigue Analysis C.5.3.2.3 Internals Seismic Analysis C.5.3.3 Piping C.5.3.3.1 Piping Flexibility Analysis C.5.3.3.2 Piping Seismic Analysis C.5.3.3.3 Piping Mark I Load Analysis C.5.3.4 Equipment C.5.3.5 Cable Trays C.5.3.6 Reactor Coolant System Supports C.5.3.7 References APPENDIX C C-ii REV. 25, APRIL 2015

PBAPS UFSAR APPENDIX C - STRUCTURAL DESIGN CRITERIA LIST OF TABLES TABLE TITLE C.2.1 Damping Factors C.2.2 Wind Loads C.4.1 Reactor Building Floor System C.4.2 Reactor Building Concrete Walls C.4.3 Reactor Building Steel Superstructure C.4.4 Reactor Concrete Pedestal C.4.5 Drywell Shielding Concrete C.5.1 Deformation Limit C.5.2 Primary Stress Limit C.5.3 Buckling Stability Limit C.5.4 Fatigue Limit C.5.5 Minimum Safety Factors C.5.6 Reactor Vessel and Reactor Vessel Internals C.5.7 Piping C.5.8 Equipment C.5.9 Damping Factors for Mark I Loads APPENDIX C C-iii REV. 25, APRIL 2015

PBAPS UFSAR APPENDIX C - STRUCTURAL DESIGN CRITERIA LIST OF FIGURES FIGURE TTILE C.2.1 Emergency Heat Sink Facility C.3.1 Response Spectra (Design Earthquake)

C.3.2 Response Spectra (Maximum Credible Earthquake)

C.3.3 Reactor Building, Mathematical Model C.3.3A Primary Structure Model for 1997 Re-Analysis of Recirculation System Piping, RHR Piping, & RWC Piping Inside Primary Containment C.3.4 Reactor Building, Design Earthquake, Maximum Moments C.3.5 Reactor Building, Maximum Credible Earthquake, Maximum Moments C.3.6 Reactor Building, Design Earthquake, Maximum Shear C.3.7 Reactor Building, Maximum Credible Earthquake, Maximum Shear C.3.8 Reactor Building, Design Earthquake, Maximum Displacements C.3.9 Reactor Building, Maximum Credible Earthquake, Maximum Displacements C.3.10 Reactor Building, Design Earthquake, Maximum Accelerations C.3.11 Reactor Building, Maximum Credible Earthquake, Maximum Accelerations C.3.12 Response Spectra, Design Earthquake - 5%g, 2% Damping C.3.12A Regulatory Guide 1.60 Free-Field Response Spectra From Synthetic Acceleration Time History - N/S, 0.5%

Damping, ZPA = 1.0g APPENDIX C C-iv REV. 25, APRIL 2015

PBAPS UFSAR LIST OF FIGURES (cont'd)

FIGURE TITLE C.3.12B Regulatory Guide 1.60 Free-Field Response Spectra From Synthetic Acceleration Time History - N/S, 2.0%

Damping, ZPA = 1.0g C.3.12C Regulatory Guide 1.60 Free-Field Response Spectra From Synthetic Acceleration Time History - N/S, 7.0%

Damping, ZPA = 1.0g C.3.12D Regulatory Guide 1.60 Free-Field Response Spectra From Synthetic Acceleration Time History - E/W, 0.5%

Damping, ZPA = 1.0g C.3.12E Regulatory Guide 1.60 Free-Field Response Spectra From Synthetic Acceleration Time History - E/W, 2.0%

Damping, ZPA = 1.0g C.3.12F Regulatory Guide 1.60 Free-Field Response Spectra From Synthetic Acceleration Time History - E/W, 7.0%

Damping, ZPA = 1.0g C.3.12G Regulatory Guide 1.60 Free-Field Response Spectra From Synthetic Acceleration Time History - Vert, 0.5%

Damping, ZPA = 1.0g C.3.12H Regulatory Guide 1.60 Free-Field Response Spectra From Synthetic Acceleration Time History - Vert, 2.0%

Damping, ZPA = 1.0g C.3.12I Regulatory Guide 1.60 Free-Field Response Spectra From Synthetic Acceleration Time History - Vert, 7.0%

Damping, ZPA = 1.0g C.3.12J 2% Damped Spectral Comparison between Target DE Response Spectrum and Spectrum from TAFT Time History (After Scaling)

C.3.12K 2% Damped Spectral Comparison between Target MCE Response Spectrum and Spectrum from TAFT Time History (After Scaling)

C.3.12L 5% Damped Spectral Comparison between Target MDC Response Spectrum and Spectrum from TAFT Time History (After Scaling)

APPENDIX C C-v REV. 25, APRIL 2015