|
|
| Line 17: |
Line 17: |
|
| |
|
| =Text= | | =Text= |
| {{#Wiki_filter:SEABROOK STATION Time History Accelogram (0.25g), Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-1 | | {{#Wiki_filter:SEABROOK STATION Time History Accelogram (0.25g), Horizontal Component UPDATED FINAL SAFETY 1 - SSE ANALYSIS REPORT Figure 3.7(B)-1 |
|
| |
|
| SEABROOK STATION Time History Accelogram (0.25g), Horizontal Component 2 | | SEABROOK STATION Time History Accelogram (0.25g), Horizontal Component 2 UPDATED FINAL SAFETY - SSE ANALYSIS REPORT Figure 3.7(B)-2 |
| - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-2
| |
|
| |
|
| SEABROOK STATION Time History Accelogram (0.25g), Vertical Component - | | SEABROOK STATION Time History Accelogram (0.25g), Vertical Component - |
| SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-3
| | UPDATED FINAL SAFETY SSE ANALYSIS REPORT Figure 3.7(B)-3 |
|
| |
|
| SEABROOK STATION 0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-4 | | SEABROOK STATION 0.50% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 1 - SSE ANALYSIS REPORT Figure 3.7(B)-4 |
|
| |
|
| SEABROOK STATION 1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-5 | | SEABROOK STATION 1% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 1 - SSE ANALYSIS REPORT Figure 3.7(B)-5 |
|
| |
|
| SEABROOK STATION Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines - | | SEABROOK STATION Pressurizer Surge Line Pipe Whip Restraint Protecting Steam UPDATED FINAL SAFETY Generator Blowdown and Safety Injection Lines - |
| UPDATED FINAL SAFETY Containment Zone 45B ANALYSIS REPORT Figure 3.6(B)-6
| | ANALYSIS REPORT Containment Zone 45B Figure 3.6(B)-6 |
|
| |
|
| SEABROOK STATION 5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-7 | | SEABROOK STATION 5% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 1 - SSE ANALYSIS REPORT Figure 3.7(B)-7 |
|
| |
|
| SEABROOK STATION 7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-8 | | SEABROOK STATION 7% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 1 - SSE ANALYSIS REPORT Figure 3.7(B)-8 |
|
| |
|
| SEABROOK STATION 10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-9 | | SEABROOK STATION 10% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 1 - SSE ANALYSIS REPORT Figure 3.7(B)-9 |
|
| |
|
| SEABROOK STATION 0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-10 | | SEABROOK STATION 0.5% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-10 |
|
| |
|
| SEABROOK STATION 1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-11 | | SEABROOK STATION 1% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-11 |
|
| |
|
| SEABROOK STATION 2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-12 | | SEABROOK STATION 2% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-12 |
|
| |
|
| SEABROOK STATION 5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-13 | | SEABROOK STATION 5% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-13 |
|
| |
|
| SEABROOK STATION 7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-14 | | SEABROOK STATION 7% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-14 |
|
| |
|
| SEABROOK STATION 10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-15 | | SEABROOK STATION 10% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-15 |
|
| |
|
| SEABROOK STATION 1% Critical Damping Ground Response Spectrum, Vertical Component - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-16 | | SEABROOK STATION 1% Critical Damping Ground Response Spectrum, Vertical UPDATED FINAL SAFETY Component - SSE ANALYSIS REPORT Figure 3.7(B)-16 |
|
| |
|
| SEABROOK STATION 2% Critical Damping Ground Response Spectrum, Vertical Component - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-17 | | SEABROOK STATION 2% Critical Damping Ground Response Spectrum, Vertical UPDATED FINAL SAFETY Component - SSE ANALYSIS REPORT Figure 3.7(B)-17 |
|
| |
|
| SEABROOK STATION 5% Critical Damping Ground Response Spectrum, Vertical Component - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-18 | | SEABROOK STATION 5% Critical Damping Ground Response Spectrum, Vertical UPDATED FINAL SAFETY Component - SSE ANALYSIS REPORT Figure 3.7(B)-18 |
|
| |
|
| SEABROOK STATION 7% Critical Damping Ground Response Spectrum, Vertical Component - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-19 | | SEABROOK STATION 7% Critical Damping Ground Response Spectrum, Vertical UPDATED FINAL SAFETY Component - SSE ANALYSIS REPORT Figure 3.7(B)-19 |
|
| |
|
| SEABROOK STATION 10% Critical Damping Ground Response Spectrum, Vertical Component - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-20 | | SEABROOK STATION 10% Critical Damping Ground Response Spectrum, Vertical UPDATED FINAL SAFETY Component - SSE ANALYSIS REPORT Figure 3.7(B)-20 |
|
| |
|
| SEABROOK STATION Containment Shell - Seismic Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-21 | | SEABROOK STATION Containment Shell - Seismic Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-21 |
|
| |
|
| SEABROOK STATION Containment Internals - Mathematical Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-22 | | SEABROOK STATION Containment Internals - Mathematical Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-22 |
|
| |
|
| SEABROOK STATION Primary Auxiliary Building Seismic Analysis - Mathematical Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-23 | | SEABROOK STATION Primary Auxiliary Building Seismic Analysis - Mathematical UPDATED FINAL SAFETY Model ANALYSIS REPORT Figure 3.7(B)-23 |
|
| |
|
| SEABROOK STATION Control/Diesel Generator Building Seismic Analysis - | | SEABROOK STATION Control/Diesel Generator Building Seismic Analysis - |
| Mathematical Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-24
| | UPDATED FINAL SAFETY Mathematical Model ANALYSIS REPORT Figure 3.7(B)-24 |
|
| |
|
| SEABROOK STATION Fuel Storage Building Seismic Analysis - Mathematical Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-25 | | SEABROOK STATION Fuel Storage Building Seismic Analysis - Mathematical UPDATED FINAL SAFETY Model ANALYSIS REPORT Figure 3.7(B)-25 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Containment Shell - 7% | | SEABROOK STATION Amplified Response Spectra - SSE - Containment Shell - 7% |
| Structural Damping; 2% Equipment Damping [2 Sheets] | | UPDATED FINAL SAFETY Structural Damping; 2% Equipment Damping [2 Sheets] |
| UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 1 of 2
| | ANALYSIS REPORT Figure 3.7(B)-26 Sh 1 of 2 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Containment Shell - 7% | | SEABROOK STATION Amplified Response Spectra - SSE - Containment Shell - 7% |
| Structural Damping; 2% Equipment Damping [2 Sheets] | | UPDATED FINAL SAFETY Structural Damping; 2% Equipment Damping [2 Sheets] |
| UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 2 of 2
| | ANALYSIS REPORT Figure 3.7(B)-26 Sh 2 of 2 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping UPDATED FINAL SAFETY [4 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary UPDATED FINAL SAFETY Building -7% Structural Damping; 2% Equipment Damping ANALYSIS REPORT [4 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-27 Sh 1 of 4
| | Figure 3.7(B)-27 Sh 1 of 4 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping UPDATED FINAL SAFETY [4 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary UPDATED FINAL SAFETY Building -7% Structural Damping; 2% Equipment Damping ANALYSIS REPORT [4 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-27 Sh 2 of 4
| | Figure 3.7(B)-27 Sh 2 of 4 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping UPDATED FINAL SAFETY [4 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary UPDATED FINAL SAFETY Building -7% Structural Damping; 2% Equipment Damping ANALYSIS REPORT [4 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-27 Sh 3 of 4
| | Figure 3.7(B)-27 Sh 3 of 4 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping UPDATED FINAL SAFETY [4 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary UPDATED FINAL SAFETY Building -7% Structural Damping; 2% Equipment Damping ANALYSIS REPORT [4 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-27 Sh 4 of 4
| | Figure 3.7(B)-27 Sh 4 of 4 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment UPDATED FINAL SAFETY Damping [8 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-28 Sh 1 of 8
| | Figure 3.7(B)-28 Sh 1 of 8 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment UPDATED FINAL SAFETY Damping [8 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-28 Sh 2 of 8
| | Figure 3.7(B)-28 Sh 2 of 8 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment UPDATED FINAL SAFETY Damping [8 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-28 Sh 3 of 8
| | Figure 3.7(B)-28 Sh 3 of 8 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment UPDATED FINAL SAFETY Damping [8 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-28 Sh 4 of 8
| | Figure 3.7(B)-28 Sh 4 of 8 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment UPDATED FINAL SAFETY Damping [8 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-28 Sh 5 of 8
| | Figure 3.7(B)-28 Sh 5 of 8 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment UPDATED FINAL SAFETY Damping [8 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-28 Sh 6 of 8
| | Figure 3.7(B)-28 Sh 6 of 8 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment UPDATED FINAL SAFETY Damping [8 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-28 Sh 7 of 8
| | Figure 3.7(B)-28 Sh 7 of 8 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment UPDATED FINAL SAFETY Damping [8 Sheets] | | SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets] |
| ANALYSIS REPORT Figure 3.7(B)-28 Sh 8 of 8
| | Figure 3.7(B)-28 Sh 8 of 8 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building - | | SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building - |
| 7% Structural Damping; 2% Equipment Damping [4 Sheets] | | UPDATED FINAL SAFETY 7% Structural Damping; 2% Equipment Damping [4 Sheets] |
| UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 1 of 4
| | ANALYSIS REPORT Figure 3.7(B)-29 Sh 1 of 4 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building - | | SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building - |
| 7% Structural Damping; 2% Equipment Damping [4 Sheets] | | UPDATED FINAL SAFETY 7% Structural Damping; 2% Equipment Damping [4 Sheets] |
| UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 2 of 4
| | ANALYSIS REPORT Figure 3.7(B)-29 Sh 2 of 4 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building - | | SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building - |
| 7% Structural Damping; 2% Equipment Damping [4 Sheets] | | UPDATED FINAL SAFETY 7% Structural Damping; 2% Equipment Damping [4 Sheets] |
| UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 3 of 4
| | ANALYSIS REPORT Figure 3.7(B)-29 Sh 3 of 4 |
|
| |
|
| SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building - | | SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building - |
| 7% Structural Damping; 2% Equipment Damping [4 Sheets] | | UPDATED FINAL SAFETY 7% Structural Damping; 2% Equipment Damping [4 Sheets] |
| UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 4 of 4
| | ANALYSIS REPORT Figure 3.7(B)-29 Sh 4 of 4 |
|
| |
|
| SEABROOK STATION Typical Ceiling-to-Floor Supported Cable Tray System UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-30 | | SEABROOK STATION Typical Ceiling-to-Floor Supported Cable Tray System UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-30 |
|
| |
|
| SEABROOK STATION Mathematical Model of Typical Ceiling-to-Floor Supported Cable Tray System UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-31 | | SEABROOK STATION Mathematical Model of Typical Ceiling-to-Floor Supported UPDATED FINAL SAFETY Cable Tray System ANALYSIS REPORT Figure 3.7(B)-31 |
|
| |
|
| SEABROOK STATION Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-32 | | SEABROOK STATION Mounting Detail of Triaxial Time History Accelerograph, UPDATED FINAL SAFETY XT-6700, in East Air Intake Structure ANALYSIS REPORT Figure 3.7(B)-32 |
|
| |
|
| SEABROOK STATION Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203) | | SEABROOK STATION Mounting Detail of Triaxial Peak Accelerograph, XR-6703, UPDATED FINAL SAFETY on Safety Injection Piping (Line 203) |
| UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-33
| | ANALYSIS REPORT Figure 3.7(B)-33 |
|
| |
|
| SEABROOK STATION Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-34 | | SEABROOK STATION Mounting Detail of Triaxial Peak Accelerograph, XR-6704, UPDATED FINAL SAFETY on PCCW Piping ANALYSIS REPORT Figure 3.7(B)-34 |
|
| |
|
| SEABROOK STATION Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-35 | | SEABROOK STATION Primary Auxiliary Building Amplified Response Spectra UPDATED FINAL SAFETY (Vertical) OBE, 4% Damping ANALYSIS REPORT Figure 3.7(B)-35 |
|
| |
|
| SEABROOK STATION Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-36 | | SEABROOK STATION Primary Auxiliary Building Amplified Response Spectra UPDATED FINAL SAFETY (Vertical) OBE, 1% Damping ANALYSIS REPORT Figure 3.7(B)-36 |
|
| |
|
| SEABROOK STATION Typical Pipe Support Systems UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-37 | | SEABROOK STATION Typical Pipe Support Systems UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-37 |
|
| |
|
| SEABROOK STATION Alternative to Regulatory Guide 1.61 Damping Values UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-38 | | SEABROOK STATION Alternative to Regulatory Guide 1.61 Damping Values UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-38 |
|
| |
|
| SEABROOK STATION Multi-Degree of Freedom System UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(N)-1}} | | SEABROOK STATION Multi-Degree of Freedom System UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(N)-1}} |
|
|---|
Category:Drawing
MONTHYEARML23317A1482023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 2, Figures 2.3-1 Through 2.3-11
ML22245A0022022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 2.4, Figures Redacted
ML22131A0902022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 2
ML22131A1262022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 3, Appendix a - C
ML22131A1082022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 2.3, Figures
ML22131A0892022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 3, Appendix I, Report of Analysis of High Energy Line Breaks Outside Containment
ML22245A0592022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 2.5, Figures, Part 2_Redacted
ML22131A1312022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 3
ML22131A1302022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 3, Appendix G, Part 2 and Appendix H
ML22131A1002022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 3, Appendix G, Container Liner Anchor Load Tests, Part 1
ML22131A0972022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 1
ML22131A1242022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 3, Appendix D - F
ML21089A0732021-03-30030 March 2021
Rev. 20 to Updated Final Safety Analysis Report, Chapter 2, Section 2.2, Figures Redacted
ML20323A1612020-10-22022 October 2020
Rev. 20 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 3
ML21089A0822020-10-22022 October 2020
Rev. 20 to Updated Final Safety Analysis Report, Chapter 2, Section 2.4, Figures - Redacted
ML21090A1832020-10-22022 October 2020
Updated Final Safety Analysis Report - Chapter 2.5 Figures Part 1 (Redacted)
ML20323A1372020-10-22022 October 2020
Rev. 20 to Updated Final Safety Analysis Report, Chapter 2, Section 2.3, Figures
ML20323A1562020-10-22022 October 2020
Rev. 20 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 2
ML21089A3662020-10-22022 October 2020
Rev. 20 to Updated Final Safety Analysis Report, Chapter 2, Section 2.5, Figures, Redacted
ML21089A3912020-10-22022 October 2020
Rev. 20 to Updated Final Safety Analysis Report, Chapter 2, Site Characteristics, Figures - Redacted
ML20323A1472020-10-22022 October 2020
Rev. 20 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 1
SBK-L-19033, Revision 19 to Updated Final Safety Analysis Report, Chapter 2, Figures 2.5-5.0 Through 2,5-71, Part 2 - Redacted2019-03-22022 March 2019
Revision 19 to Updated Final Safety Analysis Report, Chapter 2, Figures 2.5-5.0 Through 2,5-71, Part 2 - Redacted
ML17310A3822017-10-27027 October 2017
Seabrook Station Revision 18 to Updated Final Safety Analysis Report, Chapter 2.3, Figures
ML17310A4072017-10-27027 October 2017
Seabrook Station Revision 18 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 1
ML17310A4082017-10-27027 October 2017
Seabrook Station Revision 18 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 2
ML17310A4412017-10-27027 October 2017
Seabrook Station Revision 18 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 3
ML14318A0142014-10-21021 October 2014
Seabrook Station Updated Final Safety Analysis Report, Revision 16, Drawings
ML14317A7472014-10-21021 October 2014
Seabrook Station Updated Final Safety Analysis Report, Revision 16, Drawings
ML14318A0132014-10-21021 October 2014
Seabrook Station Updated Final Safety Analysis Report, Revision 16, Drawings
ML14318A0152014-10-21021 October 2014
Seabrook Station Updated Final Safety Analysis Report, Revision 16, Drawings
ML14317A7482014-10-21021 October 2014
Seabrook Station Updated Final Safety Analysis Report, Revision 16, Drawings
ML14318A0162014-10-21021 October 2014
Seabrook Station Updated Final Safety Analysis Report, Revision 16, Drawings
ML16117A5872014-10-21021 October 2014
Updated Final Safety Analysis Report, Revision 16, Chapter 3, Design of Structures, Components, Equipment and Systems, Drawings 9763-F-101438, Rev 4, Through 9763-F-101635, Rev 7 - Redacted
ML16117A5852014-10-21021 October 2014
Updated Final Safety Analysis Report, Revision 16, Chapter 3, Design of Structures, Components, Equipment and Systems, Drawings 9763-F-101303, Rev 9, Through 9763-F-101528, Rev 7 - Redacted
SBK-L-14179, Updated Final Safety Analysis Report, Revision 16, Drawings - Redacted2014-10-21021 October 2014
Updated Final Safety Analysis Report, Revision 16, Drawings - Redacted
ML16117A5792014-10-21021 October 2014
Updated Final Safety Analysis Report, Revision 16, Chapter 3, Design of Structures, Components, Equipment and Systems, Drawings 9763-F-101696, Rev 12, Through 9763-F-101463, Rev 12 - Redacted
ML13247A7012013-08-30030 August 2013
E-mail Relief Request RA-13-001
ML16117A5752013-04-26026 April 2013
Updated Final Safety Analysis Report, Revision 15, Chapter 3 - Design of Structures, Components, Equipment and Systems, Drawing 9763-F-101438 Through Drawing 9763-F-101635 - Redacted
ML16117A5732013-04-26026 April 2013
Updated Final Safety Analysis Report, Revision 15, Chapter 3 - Design of Structures, Components, Equipment and Systems, Drawing 9763-F-101696 Through Drawing 9763-F-101463 - Redacted
ML16201A3052013-04-26026 April 2013
Updated Final Safety Analysis Report, Revision 15, Chapter 9 - Auxiliary Systems, Drawing Pid - 1-SF-B20480 Through Drawing Pid - 1-VG-B20782 - Redacted
ML13134A1102013-04-26026 April 2013
Updated Final Safety Analysis Report, Revision 15, Chapter 9 - Auxiliary Systems, Drawing Pid - 1-CBA-B20300 Through Drawing Pid - 1-DG-B20467
ML16117A5772013-04-26026 April 2013
Updated Final Safety Analysis Report, Revision 15, Chapter 3 - Design of Structures, Components, Equipment and Systems, Drawing 9763-F-101303 Through Drawing 9763-F-202118 - Redacted
ML13134A1112013-04-26026 April 2013
Updated Final Safety Analysis Report, Revision 15, Chapter 10 - Steam and Power Conversion System, Drawing 1-NHY-202116 Through Drawing Pid - 1-CPS-B20152
ML16201A4062011-11-17017 November 2011
Updated Final Safety Analysis Report, Revision 14, Chapter 6, Drawings - Redacted
ML16201A3872011-11-17017 November 2011
Updated Final Safety Analysis Report, Revision 14, Chapter 9, Drawings, Part 1 of 2 - Redacted
ML16201A3742011-11-17017 November 2011
Updated Final Safety Analysis Report, Revision 14, Chapter 8, Drawings - Redacted
SBK-L-11223, Updated Final Safety Analysis Report, Revision 14, Chapter 12, Drawings - Redacted2011-11-17017 November 2011
Updated Final Safety Analysis Report, Revision 14, Chapter 12, Drawings - Redacted
ML16117A5712011-11-17017 November 2011
Updated Final Safety Analysis Report, Revision 14, Chapter 3, Drawings, Part 3 of 3 - Redacted
ML1016203292010-06-0101 June 2010
Drawing PID-1-SF-LR20483, Rev. 15, Through Drawing PID-1-WT-LR20041, Rev. 7
ML1016203342010-06-0101 June 2010
Drawing PID-1-DW-LR20601, Rev. 1, Through Drawing PID-1-MAH-LR20496, Rev. 12
2023-11-03
[Table view]
Category:Updated Final Safety Analysis Report (UFSAR)
MONTHYEARML23317A1422023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 2, Appendix 2G, Static Dynamic Rock Properties
ML23317A1612023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 16, Technical Specifications and Chapter 17, Quality Assurance
ML23317A1402023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 3, Appendix 3G, Part 1
ML23317A1252023-11-0303 November 2023
Submittal of Revision 22 to Updated Final Safety Analysis Report, Revision 19 to Fire Protection Safe Shutdown Capability, Revision 20 to Appendix a and Rev. 168 to TRM
ML23317A1432023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 2, Appendix 2E, Historical Earthquakes in the Site Vicinity
ML23317A1392023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 12, Radiation Protection
ML23317A1302023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 2
ML23317A1412023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 2, Appendix 2A, Onsite Meteorological Data Summaries November 1971 - March 1973
ML23317A1312023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 7, Instrumentation and Controls
ML23317A1292023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 3, Appendix 3I, Report on Analysis of High Energy Line Breaks Outside Containment
ML23317A1342023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 18, Aging Management Programs
ML23317A1462023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 5, Reactor Coolant System and Connected Systems
ML23317A1492023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 2, Appendix 2C, Geologic Investigations of the Scotland Road Fault (Clinton - Newbury Fault), Newbury, Massachusetts, and Portsmouth Fault Investigations
ML23317A1472023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 14, Initial Test Program
ML23317A1622023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 2, Appendix 2B, Onsite Meteorological Data Summaries April 1979 - March 1980
ML23317A1602023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 2, Appendix 2D, Geologic Bedrock Logs of Boring in the Site Area
ML23317A1642023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 3, Appendices 3D - 3F
ML23317A1482023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 2, Figures 2.3-1 Through 2.3-11
ML23317A1502023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 2, Appendix 2J, Sample Descriptions for Borings Made in November-December 1972
ML23317A1662023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 3, Appendices 3A - 3C
ML23317A1552023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 13, Conduct of Operations
ML23317A1352023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 9, Auxiliary Systems
ML23317A1692023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 6, Engineered Safety Features
L-2023-152, 2 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 32023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 3
ML23317A1322023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 15, Accident Analyses
ML23317A1332023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, List of Effective Pages and Chapter 1, Introduction and General Description of Plant
ML23317A1382023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 2, Appendix 2F, Geotechnical Report - Reactor Borings - July 1974
ML23317A1652023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 11, Radioactive Waste Management
ML23317A1282023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 2, Appendix 2L, Geologic Investigation of Soils and the Bedrock Surface at Unit 2 Containment Site
ML23317A1362023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 10, Steam and Power Conversion System
ML23317A1562023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 3, Design of Structures, Components, Equipment and Systems
ML23317A1702023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 3, Appendix Appendix G, Part 2 and Appendix H
ML23317A1372023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 1
ML23317A1592023-11-0303 November 2023
2 to Updated Final Safety Analysis Report, Chapter 4, Reactor
ML22245A0592022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 2.5, Figures, Part 2_Redacted
SBK-L-22042, 1 to Updated Final Safety Analysis Report, Cover Letter and Information on Enclosures 1 to 72022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Cover Letter and Information on Enclosures 1 to 7
ML22131A1312022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 3
ML22131A1302022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 3, Appendix G, Part 2 and Appendix H
ML22245A0022022-05-0505 May 2022
1 to Updated Final Safety Analysis Report, Chapter 2.4, Figures Redacted
2023-11-03
[Table view] |
Text
SEABROOK STATION Time History Accelogram (0.25g), Horizontal Component UPDATED FINAL SAFETY 1 - SSE ANALYSIS REPORT Figure 3.7(B)-1
SEABROOK STATION Time History Accelogram (0.25g), Horizontal Component 2 UPDATED FINAL SAFETY - SSE ANALYSIS REPORT Figure 3.7(B)-2
SEABROOK STATION Time History Accelogram (0.25g), Vertical Component -
UPDATED FINAL SAFETY SSE ANALYSIS REPORT Figure 3.7(B)-3
SEABROOK STATION 0.50% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 1 - SSE ANALYSIS REPORT Figure 3.7(B)-4
SEABROOK STATION 1% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 1 - SSE ANALYSIS REPORT Figure 3.7(B)-5
SEABROOK STATION Pressurizer Surge Line Pipe Whip Restraint Protecting Steam UPDATED FINAL SAFETY Generator Blowdown and Safety Injection Lines -
ANALYSIS REPORT Containment Zone 45B Figure 3.6(B)-6
SEABROOK STATION 5% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 1 - SSE ANALYSIS REPORT Figure 3.7(B)-7
SEABROOK STATION 7% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 1 - SSE ANALYSIS REPORT Figure 3.7(B)-8
SEABROOK STATION 10% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 1 - SSE ANALYSIS REPORT Figure 3.7(B)-9
SEABROOK STATION 0.5% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-10
SEABROOK STATION 1% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-11
SEABROOK STATION 2% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-12
SEABROOK STATION 5% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-13
SEABROOK STATION 7% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-14
SEABROOK STATION 10% Critical Damping Ground Response Spectrum, UPDATED FINAL SAFETY Horizontal Component 2 - SSE ANALYSIS REPORT Figure 3.7(B)-15
SEABROOK STATION 1% Critical Damping Ground Response Spectrum, Vertical UPDATED FINAL SAFETY Component - SSE ANALYSIS REPORT Figure 3.7(B)-16
SEABROOK STATION 2% Critical Damping Ground Response Spectrum, Vertical UPDATED FINAL SAFETY Component - SSE ANALYSIS REPORT Figure 3.7(B)-17
SEABROOK STATION 5% Critical Damping Ground Response Spectrum, Vertical UPDATED FINAL SAFETY Component - SSE ANALYSIS REPORT Figure 3.7(B)-18
SEABROOK STATION 7% Critical Damping Ground Response Spectrum, Vertical UPDATED FINAL SAFETY Component - SSE ANALYSIS REPORT Figure 3.7(B)-19
SEABROOK STATION 10% Critical Damping Ground Response Spectrum, Vertical UPDATED FINAL SAFETY Component - SSE ANALYSIS REPORT Figure 3.7(B)-20
SEABROOK STATION Containment Shell - Seismic Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-21
SEABROOK STATION Containment Internals - Mathematical Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-22
SEABROOK STATION Primary Auxiliary Building Seismic Analysis - Mathematical UPDATED FINAL SAFETY Model ANALYSIS REPORT Figure 3.7(B)-23
SEABROOK STATION Control/Diesel Generator Building Seismic Analysis -
UPDATED FINAL SAFETY Mathematical Model ANALYSIS REPORT Figure 3.7(B)-24
SEABROOK STATION Fuel Storage Building Seismic Analysis - Mathematical UPDATED FINAL SAFETY Model ANALYSIS REPORT Figure 3.7(B)-25
SEABROOK STATION Amplified Response Spectra - SSE - Containment Shell - 7%
UPDATED FINAL SAFETY Structural Damping; 2% Equipment Damping [2 Sheets]
ANALYSIS REPORT Figure 3.7(B)-26 Sh 1 of 2
SEABROOK STATION Amplified Response Spectra - SSE - Containment Shell - 7%
UPDATED FINAL SAFETY Structural Damping; 2% Equipment Damping [2 Sheets]
ANALYSIS REPORT Figure 3.7(B)-26 Sh 2 of 2
SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary UPDATED FINAL SAFETY Building -7% Structural Damping; 2% Equipment Damping ANALYSIS REPORT [4 Sheets]
Figure 3.7(B)-27 Sh 1 of 4
SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary UPDATED FINAL SAFETY Building -7% Structural Damping; 2% Equipment Damping ANALYSIS REPORT [4 Sheets]
Figure 3.7(B)-27 Sh 2 of 4
SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary UPDATED FINAL SAFETY Building -7% Structural Damping; 2% Equipment Damping ANALYSIS REPORT [4 Sheets]
Figure 3.7(B)-27 Sh 3 of 4
SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary UPDATED FINAL SAFETY Building -7% Structural Damping; 2% Equipment Damping ANALYSIS REPORT [4 Sheets]
Figure 3.7(B)-27 Sh 4 of 4
SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets]
Figure 3.7(B)-28 Sh 1 of 8
SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets]
Figure 3.7(B)-28 Sh 2 of 8
SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets]
Figure 3.7(B)-28 Sh 3 of 8
SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets]
Figure 3.7(B)-28 Sh 4 of 8
SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets]
Figure 3.7(B)-28 Sh 5 of 8
SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets]
Figure 3.7(B)-28 Sh 6 of 8
SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets]
Figure 3.7(B)-28 Sh 7 of 8
SEABROOK STATION Amplified Response Spectra - SSE - Control/Diesel UPDATED FINAL SAFETY Generator Building - 7% Structural Damping; 2% Equipment ANALYSIS REPORT Damping [8 Sheets]
Figure 3.7(B)-28 Sh 8 of 8
SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building -
UPDATED FINAL SAFETY 7% Structural Damping; 2% Equipment Damping [4 Sheets]
ANALYSIS REPORT Figure 3.7(B)-29 Sh 1 of 4
SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building -
UPDATED FINAL SAFETY 7% Structural Damping; 2% Equipment Damping [4 Sheets]
ANALYSIS REPORT Figure 3.7(B)-29 Sh 2 of 4
SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building -
UPDATED FINAL SAFETY 7% Structural Damping; 2% Equipment Damping [4 Sheets]
ANALYSIS REPORT Figure 3.7(B)-29 Sh 3 of 4
SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building -
UPDATED FINAL SAFETY 7% Structural Damping; 2% Equipment Damping [4 Sheets]
ANALYSIS REPORT Figure 3.7(B)-29 Sh 4 of 4
SEABROOK STATION Typical Ceiling-to-Floor Supported Cable Tray System UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-30
SEABROOK STATION Mathematical Model of Typical Ceiling-to-Floor Supported UPDATED FINAL SAFETY Cable Tray System ANALYSIS REPORT Figure 3.7(B)-31
SEABROOK STATION Mounting Detail of Triaxial Time History Accelerograph, UPDATED FINAL SAFETY XT-6700, in East Air Intake Structure ANALYSIS REPORT Figure 3.7(B)-32
SEABROOK STATION Mounting Detail of Triaxial Peak Accelerograph, XR-6703, UPDATED FINAL SAFETY on Safety Injection Piping (Line 203)
ANALYSIS REPORT Figure 3.7(B)-33
SEABROOK STATION Mounting Detail of Triaxial Peak Accelerograph, XR-6704, UPDATED FINAL SAFETY on PCCW Piping ANALYSIS REPORT Figure 3.7(B)-34
SEABROOK STATION Primary Auxiliary Building Amplified Response Spectra UPDATED FINAL SAFETY (Vertical) OBE, 4% Damping ANALYSIS REPORT Figure 3.7(B)-35
SEABROOK STATION Primary Auxiliary Building Amplified Response Spectra UPDATED FINAL SAFETY (Vertical) OBE, 1% Damping ANALYSIS REPORT Figure 3.7(B)-36
SEABROOK STATION Typical Pipe Support Systems UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-37
SEABROOK STATION Alternative to Regulatory Guide 1.61 Damping Values UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-38
SEABROOK STATION Multi-Degree of Freedom System UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(N)-1
