ML16147A181: Difference between revisions

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| number = ML16147A181
| number = ML16147A181
| issue date = 04/29/2016
| issue date = 04/29/2016
| title = Seabrook Station, Revision 17 to Updated Final Safety Analysis Report, Chapter 3, Design of Structures, Components, Equipment and Systems, Figures, Part 2 of 3
| title = Revision 17 to Updated Final Safety Analysis Report, Chapter 3, Design of Structures, Components, Equipment and Systems, Figures, Part 2 of 3
| author name =  
| author name =  
| author affiliation = NextEra Energy Seabrook, LLC
| author affiliation = NextEra Energy Seabrook, LLC
Line 17: Line 17:


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{{#Wiki_filter:Time History Accelogram (0.25g), Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-1 Time History Accelogram (0.25g), Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-2 Time History Accelogram (0.25g), Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-3 0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-4 1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-5 Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines - Containment Zone 45B SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.6(B)-6 5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-7 7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-8 10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-9 0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-10 1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-11 2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-12 5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-13 7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-14 10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-15 1% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-16 2% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-17 5% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-18 7% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-19 10% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-20 Containment Shell - Seismic Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-21 Containment Internals - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-22 Primary Auxiliary Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-23 Control/Diesel Generator Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-24 Fuel Storage Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-25 Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 1 of 2 Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 2 of 2 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 1 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 2 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 3 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 4 of 4 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 1 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 2 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 3 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 4 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 5 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 6 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 7 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 8 of 8 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 1 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 2 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 3 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 4 of 4 Typical Ceiling-to-Floor Supported Cable Tray System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-30 Mathematical Model of Typical Ceiling-to-Floor Supported Cable Tray System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-31 Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-32 Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203) SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-33 Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-34 Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-35 Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-36 Typical Pipe Support Systems SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-37 Alternative to Regulatory Guide 1.61 Damping Values SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-38 Multi-Degree of Freedom System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(N)-1 Time History Accelogram (0.25g), Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-1 Time History Accelogram (0.25g), Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-2 Time History Accelogram (0.25g), Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-3 0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-4 1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-5 Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines - Containment Zone 45B SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.6(B)-6 5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-7 7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-8 10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-9 0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-10 1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-11 2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-12 5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-13 7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-14 10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-15 1% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-16 2% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-17 5% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-18 7% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-19 10% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-20 Containment Shell - Seismic Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-21 Containment Internals - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-22 Primary Auxiliary Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-23 Control/Diesel Generator Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-24 Fuel Storage Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-25 Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 1 of 2 Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 2 of 2 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 1 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 2 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 3 of 4 Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 4 of 4 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 1 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 2 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 3 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 4 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 5 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 6 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 7 of 8 Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 8 of 8 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 1 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 2 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 3 of 4 Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets] SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 4 of 4 Typical Ceiling-to-Floor Supported Cable Tray System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-30 Mathematical Model of Typical Ceiling-to-Floor Supported Cable Tray System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-31 Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-32 Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203) SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-33 Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-34 Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-35 Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-36 Typical Pipe Support Systems SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-37 Alternative to Regulatory Guide 1.61 Damping Values SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(B)-38 Multi-Degree of Freedom System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure          3.7(N)-1}}
{{#Wiki_filter:Time History Accelogram (0.25g), Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-1  
 
Time History Accelogram (0.25g), Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-2  
 
Time History Accelogram (0.25g), Vertical Component -
SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-3  
 
0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-4  
 
1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-5  
 
Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines - Containment Zone 45B S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.6(B)-6  
 
5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-7  
 
7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-8  
 
10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-9  
 
0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-10  
 
1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-11  
 
2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-12  
 
5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-13  
 
7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-14  
 
10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-15  
 
1% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-16  
 
2% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-17  
 
5% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-18  
 
7% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-19  
 
10% Critical Damping Ground Response Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-20  
 
Containment Shell - Seismic Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-21  
 
Containment Internals - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-22  
 
Primary Auxiliary Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-23  
 
Control/Diesel Generator Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-24  
 
Fuel Storage Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-25  
 
Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 1 of 2  
 
Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 2 of 2  
 
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping  
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 1 of 4  
 
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping  
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 2 of 4  
 
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping  
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 3 of 4  
 
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping  
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 4 of 4  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 1 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 2 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 3 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 4 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 5 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 6 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 7 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 8 of 8  
 
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 1 of 4  
 
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 2 of 4  
 
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 3 of 4  
 
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 4 of 4  
 
Typical Ceiling-to-Floor S upported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-30  
 
Mathematical Model of Typi cal Ceiling-to-Floor Supported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-31  
 
Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-32  
 
Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203)
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-33  
 
Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-34  
 
Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-35  
 
Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-36  
 
Typical Pipe Support Systems S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-37  
 
Alternative to Regulatory Guide 1.61 Damping Values S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-38  
 
Multi-Degree of Freedom System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(N)-1  
 
Time History Accelogram (0.25g), Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-1  
 
Time History Accelogram (0.25g), Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-2  
 
Time History Accelogram (0.25g), Vertical Component -
SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-3  
 
0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-4  
 
1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-5  
 
Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines - Containment Zone 45B S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.6(B)-6  
 
5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-7  
 
7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-8  
 
10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-9  
 
0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-10  
 
1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-11  
 
2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-12  
 
5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-13  
 
7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-14  
 
10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-15  
 
1% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-16  
 
2% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-17  
 
5% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-18  
 
7% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-19  
 
10% Critical Damping Ground Response Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-20  
 
Containment Shell - Seismic Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-21  
 
Containment Internals - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-22  
 
Primary Auxiliary Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-23  
 
Control/Diesel Generator Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-24  
 
Fuel Storage Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-25  
 
Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 1 of 2  
 
Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 2 of 2  
 
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping  
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 1 of 4  
 
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping  
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 2 of 4  
 
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping  
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 3 of 4  
 
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping  
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 4 of 4  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 1 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 2 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 3 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 4 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 5 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 6 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 7 of 8  
 
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 8 of 8  
 
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 1 of 4  
 
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 2 of 4  
 
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 3 of 4  
 
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 4 of 4  
 
Typical Ceiling-to-Floor S upported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-30  
 
Mathematical Model of Typi cal Ceiling-to-Floor Supported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-31  
 
Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-32  
 
Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203)
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-33  
 
Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-34  
 
Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-35  
 
Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-36  
 
Typical Pipe Support Systems S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-37  
 
Alternative to Regulatory Guide 1.61 Damping Values S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(B)-38  
 
Multi-Degree of Freedom System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure          3.7(N)-1}}

Latest revision as of 00:21, 3 April 2019

Revision 17 to Updated Final Safety Analysis Report, Chapter 3, Design of Structures, Components, Equipment and Systems, Figures, Part 2 of 3
ML16147A181
Person / Time
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Issue date: 04/29/2016
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To:
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References
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Download: ML16147A181 (53)
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Text

Time History Accelogram (0.25g), Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-1

Time History Accelogram (0.25g), Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-2

Time History Accelogram (0.25g), Vertical Component -

SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-3

0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-4

1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-5

Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines - Containment Zone 45B S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.6(B)-6

5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-7

7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-8

10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-9

0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-10

1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-11

2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-12

5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-13

7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-14

10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-15

1% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-16

2% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-17

5% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-18

7% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-19

10% Critical Damping Ground Response Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-20

Containment Shell - Seismic Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-21

Containment Internals - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-22

Primary Auxiliary Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-23

Control/Diesel Generator Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-24

Fuel Storage Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-25

Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 1 of 2

Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 2 of 2

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 1 of 4

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 2 of 4

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 3 of 4

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 4 of 4

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 1 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 2 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 3 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 4 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 5 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 6 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 7 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 8 of 8

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 1 of 4

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 2 of 4

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 3 of 4

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 4 of 4

Typical Ceiling-to-Floor S upported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-30

Mathematical Model of Typi cal Ceiling-to-Floor Supported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-31

Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-32

Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203)

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-33

Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-34

Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-35

Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-36

Typical Pipe Support Systems S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-37

Alternative to Regulatory Guide 1.61 Damping Values S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-38

Multi-Degree of Freedom System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(N)-1

Time History Accelogram (0.25g), Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-1

Time History Accelogram (0.25g), Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-2

Time History Accelogram (0.25g), Vertical Component -

SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-3

0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-4

1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-5

Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines - Containment Zone 45B S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.6(B)-6

5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-7

7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-8

10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-9

0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-10

1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-11

2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-12

5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-13

7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-14

10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-15

1% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-16

2% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-17

5% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-18

7% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-19

10% Critical Damping Ground Response Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-20

Containment Shell - Seismic Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-21

Containment Internals - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-22

Primary Auxiliary Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-23

Control/Diesel Generator Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-24

Fuel Storage Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-25

Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 1 of 2

Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 2 of 2

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 1 of 4

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 2 of 4

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 3 of 4

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 4 of 4

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 1 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 2 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 3 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 4 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 5 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 6 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 7 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 8 of 8

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 1 of 4

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 2 of 4

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 3 of 4

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 4 of 4

Typical Ceiling-to-Floor S upported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-30

Mathematical Model of Typi cal Ceiling-to-Floor Supported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-31

Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-32

Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203)

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-33

Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-34

Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-35

Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-36

Typical Pipe Support Systems S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-37

Alternative to Regulatory Guide 1.61 Damping Values S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-38

Multi-Degree of Freedom System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(N)-1

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