ML19114A171

Revision 27 to Updated Final Safety Analysis Report, Appendix C, Table of Contents

ML19114A171
Person / Time
Site:	Peach Bottom
Issue date:	04/08/2019
From:	Exelon Generation Co
To:	Office of Nuclear Reactor Regulation
Shared Package
ML19114A265	List: ML19114A123 ML19114A124 ML19114A125 ML19114A126 ML19114A130 ML19114A131 ML19114A132 ML19114A133 ML19114A136 ML19114A137 ML19114A139 ML19114A140 ML19114A141 ML19114A142 ML19114A143 ML19114A144 ML19114A146 ML19114A147 ML19114A149 ML19114A150 ML19114A152 ML19114A153 ML19114A155 ML19114A156 ML19114A157 ML19114A158 ML19114A159 ML19114A161 ML19114A162 ML19114A163 ML19114A164 ML19114A165 ML19114A166 ML19114A167 ML19114A168 ML19114A170 ML19114A171 ML19114A172 ML19114A173 ML19114A175 ML19114A176 ML19114A177 ML19114A178 ML19114A179 ML19114A181 ML19114A184 ML19114A185 ML19114A186 ML19114A187 ML19114A190 ... further results
References
Download: ML19114A171 (5)

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 C.2.6.4 Reactor Building 135' with Spent Fuel Storage Cask C.2.7 Governing Codes and Regulations 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