LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Table 3.8-1 Through 3.8-11

Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Table 3.8-1 Through 3.8-11

ML17046A296
Person / Time
Site:	Salem
Issue date:	01/30/2017
From:	Public Service Enterprise Group
To:	Office of Nuclear Reactor Regulation
Shared Package
ML17046A230	List: LR-N17-0034, Redacted - Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figure 3.8-1 Through 3.8-56 LR-N17-0034, Redacted - Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figures 6.3-1A Through 6.3-4 LR-N17-0034, Redacted - Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figures 9.1-1 Through 9.1-9 LR-N17-0034, Redacted Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figures 5.5-1 Through 5.5-7 LR-N17-0034, Redacted-Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Section 2.2, Nearby Industrial, Transportation, and Military Facilities LR-N17-0034, Redacted-Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Section 3.6, Figure 3.6-1 Through Figure 3.6-30 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Appendix 15.3A, Generic Small Break Analysis LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Appendix 3.6A, Description of Backdraft Damper LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Appendix 3.9A, Bolted Connections for Linear Component Support LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Appendix 3A, Pse&G Positions on Us NRC Regulatory Guides LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Appendix 7A, Program Element Descriptions Resulting from the Implementation of the May 6, 1983 Order LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Appendix a, TMI Lesson Learned LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 15, Figures 15.4-2 to 15.4-111 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 15, Section 15.5, Anticipated Transients Without Scram LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 17, Figures 17.2-1 to 17.2-4 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Figures 4.2-1 to 4.2-25 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Figures 4.3-1 to 4.3-35 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Figures 4.4-1 to 4.4-17 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Figures 4.4.1 to 4.4-66d LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Figures 4.5-1 to 4.5-4 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Section 4.5, Reload Analyses LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Sections 4.3.1 to 4.3-61 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Sections 5.4.1 to 5.4-14 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Tables 4.2-1 to 4.2-2 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Tables 4.3-1 to 4.3-11 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Tables 4.4-1 to 4.4-4 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Tables 4.5-1 to 4.5-2 (Deleted) LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 5, Figures 5.1-1 to 5.1-13 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 5, Figures 5.2-1 to 5.2-24 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 5, Reactor Coolant System and Connected Systems LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 5, Sections 5.1 to 5.1-8 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 5, Sections 5.2.1 to 5.2-75 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 5, Sections 5.3.1 to 5.3-2 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 5, Table 5.1-1, System Design and Operating Parameters LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 5, Tables 5.2-1 to 5.2-42 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figure 14.6-1 Through 14.6-2 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figure 15.1-1 Through 15.1-9 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figure 15.2-1 Through 15.2-46 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figure 15.3-1 Through 15.3-68 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figure 3.7.1 Through 3.7-13 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figure 3.9-1 Through 3.9-2 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figure 3A-1 Through 3A-4 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figure 7.6-1 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figure 8.2-1 (Intentionally Deleted) and Figure 8.2-2 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figures 10.2-1 to 10.2-4 Intentionally Deleted LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figures 10.3-1A Sheets 1 Through 6 of 6 Intentionally Deleted to 10.3-3, Sheets 1 & 2 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figures 10.4-1 Sheets 1 & 2 of 2, Intentionally Deleted to 10.4-19 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figures 11.2-1A Sheets 1 Through 5 of 5 to 11.2-1B Intentionally Deleted LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figures 11.3-1A & B, Sheets 1, 2 & 3 of 3, Intentionally Deleted. Refer to Plant Drawings 205240 & 205340 in Dcrms LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Figures 11.4-1 to 11.4-9 ... further results
References
LR-N17-0034
Download: ML17046A296 (12)

Text

• El. (feet) 289.71 288.66 285.42 280.14 272.96 264.12 253.87 242.54 230.46 227.38 224.28 221.15 218.00 215.00 210.00 200.00 190.00

• 180.00 170.00 160.00 150.00 140.00 130.00 120.00 110.00 100.00 92.00 84.00 76.00

• SGS-UFSAR TABLE 3.8-1 STRESSES IN HOOP REINFORCING BAR NO. 1 (KIPS/IN.2) Load Combination Critical A 51.75 46.36 38.80 4.48 55.45 49.58 41.41 4.54 56.46 50.60 42.35 4.13 55.27 49.69 41.52 3.26 56.07 50.72 42.63 4.24 56.19 51.29 43.42 4.27 55.87 51.56 43.94 3.30 55.54 51.87 44.55 3.57 55.38 52.34 45.21 3.82 58.50 56.00 48.51 4.36 57.35 55.65 48.27 4.45 54.42 53.80 46.99 4.47 48.15 49.17 44.28 4.72 37.46 40.20 34.44 3.44 24.04 28.78 24.78 -3.12 12.58 20.30 20.91 -4.62 4.59 10.83 6.05 -3.45 1 of 1 E Case -5.06 A -5.21 A -5.35 A -5.48 A -5.62 A -5.74 A -5.83 A -5.96 A -6.12 A -6.42 A -6.91 A -7.80 A -7.03 B -3.16 B -1.93 B -3.77 c -2.06 B Revision 6 February 15, 1987

• El. (feet) 289.71 288.66 285.42 280.14 272.96 264.12 253.87 242.54 230.46 227.38 224.28 221.15 218.00 215.00 210.00 200.00 190.00

• 180.00 170.00 160.00 150.00 140.00 130.00 120.00 110.00 100.00 92.00 84.00 76.00

• l;GS-UFSAR TABLE 3.8-2 STRESSES IN MERIDIONAL REINFORCING BAR NO. 1 (KIPS/IN.2) Load Combination A B c 54.12 47.53 38.58 56.63 49.10 39.69 49.56 43.25 35.13 55.96 48.80 39.65 50.16 44.15 36.02 52.09 45.89 37.48 52.12 46.02 37.66 52.25 46.35 38.05 52.53 46.83 38.56 52.29 46.80 38.62 52.39 47.02 38.86 48.97 44.02 36.44 42.67 38.40 31.87 43.69 39.47 32.87 43.02 39.26 32.87 42.28 39.24 33.15 41.39 39.24 33.51 40.59 39.41 34.03 39.79 39.63 34.63 38.96 39.89 35.29 38.61 40.64 36.37 38.51 41.67 37.70 37.97 42.34 38.76 37.79 43.39 40.13 34.68 41.78 39.32 26.86 35.52 34.84 14.23 19.96 18.76 18.79 25.71 25.82 19.29 19.49 15.59 1 of 1 D -1.77 -2.67 -2.51 -3.37 -2.80 -3.28 -3.77 -4.34 -4.88 -5.21 -5.42 -5.65 -5.89 -7.02 -7.49 -8.19 -9.08 -10.09 -11.19 -12.46 -13.72 -14.96 -16.19 -17.40 -18.60 -20.03 -13.83 -15.56 -11.99 Critical E Case -4.27 A -4.28 A -4.24 A -4.59 A -4.96 A -4.98 A -4.56 A -4.42 A -4.55 A -4.65 A -4.61 A -4.24 A -3.47 A -3.14 A -3.33 A -3.58 A -3.83 A -4.10 A -4.39 A -4.69 B -5.14 B -5.60 B -5.91 B -6.13 B -5.90 B -5.53 B -3.86 B -4.65 c -3.21 B Revision 6 February 15, 1987

• El. (feet) 289.71 288.66 285.42 280.14 272.96 264.12 253.87 242.54 230.46 227.38 224.28 221.15 218.00 215.00 210.00 200.00 190.00

• 180.00 170.00 160.00 150.00 140.00 130.00 120.00 110.00 100.00 92.00 84.00 76.00

• SGS-UFSAR TABLE 3.8-3 STRESSES IN HOOP REINFORCING BAR NO. 2 (KIPS/IN.2) Load Combination A 54.76 47.56 38.41 -2.25 53.77 46.83 37.94 -2.31 53.24 46.52 37.85 -2.47 53.59 47.00 38.38 2.31 53.89 47.46 38.92 2.81 53.95 47.74 39.37 3.43 53.89 47.98 39.83 4.25 47.61 42.75 35.69 4.00 49.54 44.51 37.26 4.54 50.42 45.32 37.99 4. 72 52.06 46.73 39.16 4.88 53.91 48.32 40.49 4.99 51.75 46.36 38.80 4.48 55.50 49.64 41.49 4.60 56.54 50.67 42.42 4.24 55.34 49.75 41.61 3.40 56.12 50.76 42.68 4.07 56.21 51.31 43.44 4.11 55.87 51.56 43.95 3.44 55.53 51.87 44.55 3.71 55.37 52.34 45.22 3.97 58.49 56.01 48.61 4.55 57.39 55.70 48.50 4.69 54.54 53.93 47.33 4.76 48.38 49.38 44.49 4.92 37.71 40.53 35.59 3.81 24.17 29.01 26.11 -3.49 12.46 20.27 21.30 -4.87 3.82 10.52 8.07 -3.70 1 of 1 Critical Case -4.36 A -4.35 A -4.33 A -4.29 A -4.22 A -4.11 A -3.99 A -3.93 A -4.01 A -4.04 A -4.48 A -4.78 A -5.06 A -5.22 A -5.36 A -5.50 A -5.63 A -5.75 A -5.83 A -5.96 A -6.13 A -6.44 A -6.97 A -7.86 A -7.04 B -3.42 B -2.31 B -3.93 c -2.35 B Revision 6 February 15, 1987

• El. (feet) 289.71 288.66 285.42 280.14 272.96 264. 12 253.87 242.54 230.46 227.38 224.28 221.15 218.00 215.00

• 210.00 200.00 190.00 180.00 170.00 160.00 150.00 140.00 130.00 120.00 110.00 100.00 92.00 84.00 76.00

• SGS-UFSAR TABLE 3.8-4 STRESSES IN MERIDIONAL REINFORCING BAR NO. 2 (KIPS/IN.2) Load Combination Critical 15.70 22.42 22.37 17.44 25.36 25.84 10.97 16.11 16.15 1 of 1 D -15 .OS -16.61 -10.89 E -4.55 -4.99 -2.31 Revision 6 February 15, 1987 Case B c c

• El. (feet) 289.71 288.66 285.42 280.14 272.96 264.12 253.87 242.54 230.46 227.38 224.28 221.15 218.00 215.00 210.00 200.00 190.00

• 180.00 170.00 160.00 150.00 140.00 130.00 120.00 110.00 100.00 92.00 84.00 76.00

• SGS-UFSAR TABLE 3.8-5 STRESSES IN HOOP REINFORCING BAR NO. 4 (KIPS/IN.2) Load Combination A B c D 46.98 42.17 35.21 4.00 48.93 43.95 36.80 4.54 49.78 44.73 37.50 4. 72 51.36 46.09 38.64 4.88 53.15 47.62 39.91 4.99 50.93 45.61 38.19 4.48 55.09 49.37 41.51 5.14 56.41 50.53 42.39 5.11 55.21 49.58 41.79 4.54 55.83 50.49 42.63 2.74 55.70 50.87 43.12 2.87 55.24 51.04 43.58 4.60 54.84 51.29 44.09 4.83 54.65 51.74 44.88 5.12 57.87 55.53 48.93 6.01 57.15 55.63 49.90 6.59 55.09 54.55 49.63 7.03 49.88 50.75 45.91 6.44 39.52 42.91 44.42 6.78 25.09 30.73 36.48 -6.37 11.48 20.02 24.32 -6.84 -2.36 -11.62 -26.43 6.76 1 of 1 Critical E Case 4.64 A 4.79 A 4.83 A 4.86 A 4.79 A 4.63 A 4.65 A 4.60 A 4.67 A 4.79 A 4.96 A 5.18 A 5.37 A 5.55 A 5. 71 A 5.65 A 5.21 A 4.45 c 5.43 c 5.27 c -3.65 B 6.26 c Revision 6 February 15, 1987

• El. (feet) 289.71 288.66 285.42 280.14 272.96 264.12 253.87 242.54 230.46 227.38 224.28 221.15 218.00 215.00 210.00 200.00 190.00

• 180.00 170.00 160.00 150.00 140.00 130.00 120.00 110.00 100.00 92.00 84.00 76.00

• SGS-UFSAR TABLE 3.8-6 STRESSES IN HOOP REINFORCING BAR NO. 5 (KIPS/IN.2) Load Combination D 48.60 41.93 33.75 -2.25 51.25 44.52 36.03 -2.31 51.85 45.25 36.80 -2.47 52.57 46.07 37.62 2.31 53.04 46.68 38.28 2.81 53.19 47.05 38.79 3.43 53.19 47.35 39.30 4.25 46.98 42.17 35.21 4.00 48.93 43.95 36.80 4.54 49.78 44.73 37.50 4.72 51.36 46.09 38.64 4.88 53.15 47.62 39.91 4.99 50.93 45.61 38.19 4.48 55.14 49.42 41.59 5.21 56.48 50.60 42.46 5.22 55.28 49.64 41.88 4.68 55.88 50.53 42.69 2.57 55.72 50.89 43.14 2. 71 55.24 51.05 43.59 4.75 54.83 51.29 44.09 4.97 54.64 51.74 44.90 5.27 57.86 55.54 49.02 6.20 57.19 55.68 50.13 6.83 55.21 54.68 49.97 7.31 50.12 50.96 46.12 6.64 39.77 43.24 45.57 7.16 25.22 30.96 37.81 -6.74 11.36 19.99 24.72 -7.09 -3.13 -12.52 -29.32 7.37 1 of 1 Critical E Case 3.68 A 3.73 A 3.80 A 3.90 A 4.02 A 4.21 A 4.45 A 4.64 A 4.79 A 4.83 A 4.86 A 4.79 A 4.63 A 4.66 A 4.60 A 4.68 A 4.79 A 4.96 A 5.18 A 5.37 A 5.56 A 5.74 A 5.71 A 5.28 A 4.47 B 5.70 c 5.62 c -3.80 c 7.03 c Revision 6 February 15, 1987

• El.(feet) 289.71 288.66 285.42 280.14 272.96 264.12 253.87 242.54 230.46 227.38 224.28 221.15 218.00 215.00 210.00 200.00 190.00

• 180.00 170.00 160.00 150.00 140.00 130.00 120.00 110.00 100.00 92.00 84.00 76.00

• SGS-UFSAR TABLE 3.8-7 STRESSES IN MERIDIONAL REINFORCING BAR NO. 5 (KIPS/IN.2) Load Combination A B c 47.15 41.15 33.31 -1.77 56.19 48.70 39.36 -2.67 49.27 42.99 34.91 -2.51 55.62 48.48 39.39 -3.37 49.83 43.84 35.76 -2.80 52.08 45.88 37.48 -3.28 52.32 46.20 37.80 -3.77 52.36 46.45 38.13 -4.34 53.19 47.43 39.06 -4.88 52.88 47.34 39.07 -5.21 51.51 46.21 38.19 -5.42 46.82 42.05 34.81 -5.65 40.54 36.46 30.26 -5.89 42.17 38.08 31.71 -7.02 41.96 38.29 32.07 -7.49 41.49 38.52 32.55 -8.19 40.63 38.55 32.93 -9.08 39.96 38.83 33.55 -10.09 39.33 39.21 34.28 -11.19 38.74 39.69 35.12 -12.46 38.52 40.56 36.30 -13.72 38.54 41.70 37.72 -14.96 38.12 42.48 38.87 -16.19 37.69 43.29 40.05 -17.40 34.39 41.52 39.10 -18.60 26.80 35.47 34.80 -20.03 15.15 22.35 22.93 -15.52 13.98 22.53 23.62 -17.02 5.90 12.27 13.60 -10.68 1 of 1 Critical E Case 4. 77 A 3.60 A 3.57 A 3.88 A 4.24 A 4.18 A 3.67 A 3.44 A 3.50 A 3.52 A 3.31 A 2.75 A 1.84 A 1.43 A 1.52 A 1.59 A 1.65 A 1. 71 A 1. 79 A 1.90 B 2.12 B 2.39 B 2.57 B 2.73 B -2.47 B 2.65 B -3.41 c -4.99 c -3.71 c Revision 6 February 15, 1987

• *

• TABLE 3.8-8 STRESSES IN DIAGONAL SEISMIC REINFORCING BAR NO. 3 (KIPS/IN.2) Load Combination El. (feet) A B c D 289.71 288.06 285.42 280.14 272.96 264.12 253.87 242.54 29.70 38.30 -21.94 230.46 35.58 45.85 -24.89 227.38 38.83 50.01 -26.03 224.28 41.03 52.83 -26.95 221.15 43.43 55.89 -27.90 218.00 45.97 59.14 -28.85 215.00 31.16 40.06 -18.94 210.00 33.87 43.49 -19.44 200.00 38.08 48.79 -20.24 190.00 42.00 53.67 -21.20 180.00 31.71 40.40 -16.04 170.00 34.01 43.17 -17.29 160.00 36.16 45.72 -20.43 150.00 38.19 48.07 -23.69 140.00 40.10 50.23 -26.98 130.00 41.84 52.25 -30.16 120.00 43.36 54.20 -32.78 110.00 44.50 56.15 -34.11 100.00 36.82 46.63 -27.02 92.00 39.96 51.33 -27.02 84.00 44.26 60.79 -27.02 76.00 31.59 44.44 -27.02 1 of 1 SGS-UFSAR Critical E Case 38.30 C & E 45.85 C & E 50.01 C & E 52.83 C & E 55.89 C & E 59.14 C & E 40.06 C & E 43.49 C & E 48.79 C & E 53.67 C & E 40.40 C & E 43.17 C & E 45.72 C & E 48.07 C & E 50.23 C & E 52.25 C & E 54.20 C & E 56.15 C & E 46.63 C & E 51.33 C & E 60. 79. C & E 44.44 C & E Revision 6 February 15, 1987

• El. (feet) 289.71 288.66 285.42 280.14 272.96 264.12 253.87 242.54 230.46 227.38 224.28 221.15 218.00 215.00 210.00 200.00 190.00 180.00

• 170.00 160.00 150.00 140.00 130.00 120.00 110.00 100.00 92.00 84.00 76.00

• SGS-UFSAR TABLE 3.8-9 MAXIMUM TENSILE STRESSES IN LINEAR PLATE (KIPS/IN.2) Load Combination Test c Pressure 22.8 24.6 20.5 23.2 21.0 21.6 22.3 20.3 20.1 21.6 23.3 25.2 24.2 26.4 27.6 27.6 28.8 28.3 28.3 28.2 28.4 30.8 30.9 30.1 27.3 22.6 26.4 25.6 20.7 22.4 27.5 27.3 13.4 17.2 24.8 26.9 10.9 26.0 24.1 22.6 21.6 1 of 1 Critical Case Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure Test Pressure B B c A Revision 6 February 15, 1987

• *

• TABLE 3.8-10 INTERACTION COEFFICIENT FOR LINER PLATE IN COMPRESSION Load Combination Critical El.(feet) A B c 289.71 .163 .225 .213 288.66 .019 .108 .123 285.42 .128 .194 .190 280.14 .063 .143 .151 272.96 .191 .251 .237 264.12 .153 .223 .216 253.87 .093 .175 .181 242.54 .144 .227 .230 230.46 .127 .223 .237 227.38 .116 .223 .243 224.28 .048 .177 .210 221.15 .038 .170 .210 218.00 .106 .235 .269 215.00 .029 .204 .272 210.00 .055 .245 .318 200.00 .107 .317 .400 190.00 .103 .345 .447 180.00 .101 .372 .492 170.00 .113 .412 .545 160.00 .131 .455 .601 150.00 .158 .507 .662 140.00 .135 .516 .688 130.00 .180 .582 .759 120.00 .325 .732 .902 110.00 .136 .569 .791 100.00 * .059 .419 92.00 * * .186 84.00 * .051 .473 76.00 * * .157 *Liner is in tension 1 of 1 SGS-UFSAR D .026 .029 .023 .018 .010 .005 .000 .009 .015 .023 .025 .027 .035 .048 .054 .074 .095 .117 .139 .172 .208 .247 .292 .339 .381 .415 .276 .293 .344 E Case .282 E .283 E .284 E .285 E .287 E .290 E .297 E .311 E .333 E .346 E .345 E .349 E .358 E .409 E .435 E .475 E .516 E .556 E .595 E .634 E .673 E .715 E . 759 E .814 c .787 c .683 E .517 A .723 E .454 E Revision 6 February 15, 1987 TABLE 3.8-11

SUMMARY

OF FOUNDATIONS

1 of 2 SGS-UFSAR Revision 6 February 15, 1987

TABLE 3.8-11 (Cont.)

2 of 2 SGS-UFSAR Revision 6 February 15, 1987