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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}}

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