Text

Rev. 21 to Updated Final Safety Analysis Report, Figures
	ML22278A224
Person / Time
Site:	Limerick
Issue date:	09/19/2022
From:	; Constellation Energy Generation
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML22278A223	List: ML22278A202; ML22278A203; ML22278A204; ML22278A205; ML22278A206; ML22278A208; ML22278A209; ML22278A210; ML22278A211; ML22278A212; ML22278A215; ML22278A216; ML22278A217; ML22278A218; ML22278A219; ML22278A220; ML22278A221; ML22278A222; ML22278A224; ML22278A225; ML22278A226; ML22278A227; ML22278A228; ML22278A229; ML22278A230; ML22278A231; ML22278A232; ML22278A233; ML22278A234; ML22278A235; ML22278A236; ML22278A237; ML22278A238; ML22278A239; ML22278A240; ML22278A241; ML22278A242; ML22278A243; ML22278A244; ML22278A245; ML22278A246; ML22278A247; ML22278A248; ML22278A249; ML22278A250; ML22278A251; ML22278A255; ML22278A256; ML22278A257; ML22278A258; ... further results
References
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~~~~------------------------------

Load Case:

AXISYMMETRIC GE CO-ADS ENVELOPE (WIDENED -

15%)

Node:

107 Direction:

VERTICAL Elev:

217'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC fiGURE 3A-339

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15%)

Node:

80 Direction:

VERTICAL Elev:

253'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN.ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A-340

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--~------------------------~-------

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AXISYMMETRIC GE CO-ADS ENVELOPE (WIDENED - 15%)

Node:

59 Direction:

VERTICAL Elev:

283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A-341

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~~~~------------------------------

Load Case:

AXISYMMETRIC GE CO-ADS ENVELOPE (WIDENED -

15%)

Node:

54 Direction:

VERTICAL Elev:

313'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A-342

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AXISYMMETRIC GE CO-ADS ENVELOPE (WIDENED - 15%)

Node:

32 Direction:

VERTICAL Elev:

333'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A*343

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--~~~~~~-----------------------

Load Case:

AXISYMMETRIC GE CO-ADS ENVELOPE (WIDENED - 15%)

Node:

12 Direction:

VERTICAL Elev:

352'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A-344

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AXISYMMETRIC GE CO-ADS ENVELOPE (WIDENED -

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Node:

6 Direction:

VERTICAL Elev:

410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO-ADS AXISYMMETRIC FIGURE 3A-345

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Node:

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VERTICAL Elev:

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Node:

7 Direction:

VERTICAL Elev:

239' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A*347

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Node:

7 Direction:

VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

254' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A-348

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AXISYMMETRIC GE CO-ADS ENVELOPE (WIDENED -

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Node:

7 Direction:

VERTICAL Elev:

289' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A-350

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AXISYMMETRIC GE CO-ADS ENVELOPE (WIDENED -

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Node:

7 Direction:

VERTICAL Elev:

304'-0 Damping:

0.005,O.OI,O.02,0.03,O.O~

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A-351

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VERTIC~L Elev:

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FIGURE 3A-354

A RADII FROM CENTERLINE OF CONTAINMENT I I ARE:

12.8' 15.0' o - DOWN COMERS tt -- SUBMERGED STRUCTURE A

SEE FIGURE 3A-356 FOR SCHEMATIC OF SECTI ~ A-A I

35.8' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT TOP VIEW OF 36° SECTOR OF A TYPICAL MARK II SUPPRESSION POOL FIGURE 3A-355

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SCHEMATIC VIEW OF SECTION A-A OF TYPICAL MARK II SUPPRESSION POOL FIGURE 3A.. 356

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--- REFERENCE 3A-41 o

MODEL eM CL

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0.1 1.0 e/a 10 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT MODEUDATA COMPARISONS (SHEET 1 OF 4)

FIGURE 3A-357

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4 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT MODEUDATA COMPARISONS (SHEET 2 OF 4)

FIGURE 3A*357

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT MODELJDATA COMPARISONS (SHEET 3 OF 4)

FIGURE 3A-357

en

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References 3A-43 and 3A-45 o Model S...

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.9 1.0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT MODEUDATA COMPARISONS (SHEET 4 OF 4)

FIGURE 3A-357

u FLOW LIFT, L DRAG,D LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CYLINDER LOCATIONS FIGURE 3A-358

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT INTERFERENCE ON STANDARD DRAG:

THREE CYLINDER ARRANGEMENT FIGURE 3A-359

U FLOW

~

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~

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~

Cv d t LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT INTERFERENCE ON STANDARD DRAG:

THREE CYLINDER SIDE-BY-SIDE ARRANGEMENT FIGURE 3A-360

v u

FLOW y

1

~----...... x LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT FLOW AROUND UNEQUAL CYLINDERS FIGURE 3A-361

SECTIONS 1-5 6-11 12-13 14-20 21-25 26-30 LOCATIONS DRVWELL WALL WETWELL WALL SHIELD WALL PEDESTAL DIAPHRAGM SLAB BASE SLAB OUTSIDE REBAR EL. 183'-6" TOP REBAR (INSIDE)

BOTTOM REBAR (OUTSIDE)

~

AXIS OF SYMMETRY

EL. 308'*3"

~---SHIELD WALL R c 8' R= 8'

-=---+-........

R=19' R=25'"

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TRANSVERSE SHEAR TleS(TVP)

R=42' R=33' i *

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WETWELL WALL

-0 seCTION WHERE STRESSES ARE ASSESSED LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT ASSESSMENT SECTION LOCATION FIGURE 3A-362

DRYWELL WALL SECTIONS: 1, 2 Max.

MAXIMUM REBAR STRESSES, KSI (1) (3)

Concrete INNER OUTER Transverse

Stress, Load Combination Ties KSI Equation (4 )

Vert Hoop Vert Hoop Diag.

(2) (3) 1 3, 6 4, 4a 18.57 31.36 5.82 13.90 11.17 6.50

-0.233 4T, 4aT 7.14 6.83 13.4 19.75 16.83 10.99

-0.967 5,

5T, NOTES:

5a, 7, 7a 25.66 30.66 9.95 13.45 20.82 4.60

-0.257

5aT, 7aT 7T, 11.36

-4.66 16.34 24.41 32.46 11.67

-1.542 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Eq~ations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES DRYWELL WALL FIGURE 3A-363 Rev. 12 9/04

DRYWELL WALL SECTIONS: 3 MAXIMUM REBAR STRESSES, INNER OUTER Max.

KSI (1) (3)

Concrete Transverse

Stress, Load Combination Ties KSI Equation (4 )

Vert Hoop Vert Hoop Diag.

(2) (3) 1

-0.46

-0.07

-0.55

-0.04

-0.28 0.12

-0.432 3, 6 11.4 6.26 11.3 4.2 15.7 15.1

-0.200 4, 4a 9.97 43.0 14.8 19.5 17.4 11.4

-0.218 4T, 4aT 3.45 18.7 23.8 28.0 24.5 12.2

-0.926 5,

ST, NOTES:

Sa, 7, 7a 21.1 40.2 21.3 17.4 36.9 20.1

-0.460

SaT, 7aT 7T, 14.9 15.9 34.5 27.4 52.0 17.6

-1.38 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete ~ompressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES DRYWELL WALL FIGURE 3A-364 Rev. 12 9/04

DRYWELL WALL SECTIONS: 4 MAXIMUM REBAR STRESSES, INNER OUTER Max.

KSI (1) (3)

Concrete Transverse

Stress, Load Combination Ties KSI Equation (4 )

Vert Hoop Vert Hoop Diag.

(2) (3) 1

-0.55

-0.02

-0.69 0.06

-0.35 0.15

-0.097 3, 6 13.0 6.44 13.0 4.2 17.1 20.31

-0.230 4, 4a 8.49 41.7 21.8 20.9 23.2 10.8

-0.202 4T, 4aT 4.43 20.3 29.2 30.2 32.4 11.4

-0.822 5,

5T, NOTES:

5a, 7, 7a 26.3 39.3 28.7 17.5 39.7 24.9

-0.522

5aT, 7aT 7T, 16.8 16.3 40.6 28.6 48.0 21.8

-1.431 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES DRYWELL WALL FIGURE 3A-36S Rev. 12 9/04

DRYWELL WALL SECTIONS: 5 MAXIMUM REBAR.sTRESSES, INNER OUTER Max.

KSI (1) (3)

Concrete Transverse

Stress, Load Combination Ties KSI Equation (4 )

Vert Hoop Vert Hoop Diag.

(2) (3) 1

-0.73 1.04

-0.80 1.0

-0.35 0.16

-0.106 3, 6 15.5 10.3 14.6 5.5 20.0 18.6

-0.294 4, 4a 31.2 33.7 21.6 6.9 14.6 39.8

-0.671 4T, 4aT 22.6 13.2 24.1 24.4 22.7 36.5

-0.671 5,

5T, NOTES:

5a, 7, 7a 43.6 33.2 32.8 9.5 37.6 54.0

-0.931

SaT, 7aT 7T, 30.4 9.9 45.5 22.1 47.7 46.2

-1.71 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES DRYWELL WALL FIGURE 3A-366 Rev. 12 9/04

Load Combination DRYWELL WALL SECTIONS: 6 MAXIMUM REBAR STRESSES, INNER OUTER Max.

KSI (1) (3)

Concrete Transverse

Stress, Ties KSI Equation (4 )

Vert Hoop Vert Hoop Diag.

(2) (3) 1

-1.2 1.08

-0.76 1.7 0.63 0.161

-0.99 3, 6 16.9 17.7 16.5 4.8 20.6 0.52

-0.361 4, 4a 31.1 39.6 26.8 9.2 18.6 43.7

-0.582 4T, 4aT 26.0 48.7 26.7 8.1 28.2 35.0

-0.718 5,

5T, NOTES:

5a, 7, 7a 50.1 43.1 36.0 12.9 45.7 44.8

-1.009

5aT, 7aT 7T, 24.9 48.8 53.9 26.7 47.6 27.5

-1.592 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Eq~~tions are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES WETWELL WALL FIGURE 3A-367 Rev. 12 9/04

DRYWELL WALL SECTIONS: 7, 8, 9 Max.

MAXIMUM REBAR STRESSES, KSI (1) (3)

Concrete INNER OUTER Transverse

Stress, Load Combination Ties KSI Equation (4 )

Vert Hoop Vert Hoop Diag.

(2) (3) 1

-1.36 9.7

-1.4 4.8 2.09 0.89

-0.210 3, 6 25.5 20.3 23.3 6.8 28.4 5.3

-0.427 4, 4a 14.8 38.4 26.8 25.5 26.2 13.6

-0.616 4T, 4aT 12.8 46.2 34.6 33.0 33.8 14.0

-1.31 5,

5T, NOTES:

5a, 7, 7a 37.7 37.0 47.9 21.8 48.6 15.2

-0.819

5aT, 7aT 7T, 33.2 41.0 50.0 46.3 53.9 17.3

-2.12 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES WETWELL WALL FIGURE 3A-368 Rev. 12 9/04

DRYWELL WALL SECTIONS: 10 MAXIMUM REBAR STRESSES, INNER OUTER Max.

KSI (1) (3)

Concrete Transverse

Stress, Load Combination Ties KSI Equation (4 )

Vert Hoop Vert Hoop Diag.

(2) (3) 1

-1.68 15.8

-1.5 7.4 3.35 1.1

-0.254 3, 6 27.5 30.7 25.5 7.58 31.1 0.70

-0.503 4, 4a 16.6 42.4 29.1 35.3 31.4 5.3

-0.744 4T, 4aT 12.2 35.6 38.0 39.7 37.9 8.13

-1.50 5,

5T, NOTES:

Sa, 7, 7a 37.5 40.1 43.6 27.5 50.1 6.7

-1.13

SaT, 7aT 7T, 29.4 46.7 53.8 35.6 52.4 7.4

-2.25 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES WETWELL WALL FIGURE 3A-369 Rev. 12 9/04

DRYWELL WALL SECTIONS: 11 MAXIMUM REBAR STRESSES, INNER OUTER Max.

KSI (1) (3)

Concrete Transverse

Stress, Load Combination Ties KSI Equation (4 )

Vert Hoop Vert Hoop Diag.

(2) (3) 1

-1.57 4.95

-1.5 2.96 1.16 2.81

-0.233 3, 6 29.8 21.2 27.1 8.48 34.3 15.3

-0.527 4, 4a 38.1 35.5 33.2 6.48 20.3 42.9

-0.703 4T, 4aT 36.1 18.5 38.2 11.2 25.1 44.5

-0.990 5,

5T, NOTES:

5a, 7, 7a 53.9 32.9 46.0 9.0 45.0 45.0

-1.04

5aT, 7aT 7T, 47.2 40.6 51.2 17.0 47.4 45.4

-1.69 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES WETWELL WALL FIGURE 3A-370 Rev. 12 9/04

Load DRYWELL WALL SECTIONS: 12 MAXIMUM REBAR STRESSES, INNER PLATE OUTER PLATE Max.

KSI (1) (3)

Concrete Transverse

Stress, Combination Ties KSI Equation (4 )

Vert Hoop Vert Hoop (2) (3) 1 0.39 3.6

-0.11 1.2 1.0

-0.071 3, 6 7.1 8.7 2.1 2.9 1.4

-0.293 4, 4a 2.2 9.2

-0.64 3.7 7.5

-0.265 4T, 4aT 2.0 8.8 0.81 3.3 7.5

-0.265 5,

5T, NOTES:

5a, 7, 7a 8.5 12.8 2.7 5.1 9.5

-0.407

5aT, 7aT 7T, 8.3 12.4 2.5 4.7 9.5

-0.407 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES SHIELD WALL FIGURE 3A-371 Rev. 12 9/04

Load DRYWELL WALL SECTIONS: 13 MAXIMUM REBAR STRESSES, INNER PLATE OUTER PLATE Max.

KSI (1) (3)

Concrete Transverse

Stress, Combination Ties KSI Equation (4 )

Vert Hoop Vert Hoop (2) (3) 1

-0.28 0.08

-0.57

-0.10 0.128

-0.077 3, 6 9.7 3.5 2.9 1.1 0.63

-0.404 4, 4a

-0.65 0.29

-0.94

-0.15 0.26

-0.128 4T, 4aT

-1.45

-1.73

-0.53 1.03 0.26

-0.128 5,

5T, NOTES:

Sa, 7, 7a 10.7 3.6 2.9 1.1 2.4

-0.444

SaT, 7aT 7T, 9.9 1.9 3.3 2.1 2.4

-0.444 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, SaT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES SHIELD WALL FIGURE 3A-372 Rev. 12 9/04

Load DRYWELL WALL SECTIONS: 14 MAXIMUM REBAR STRESSES, INNER OUTER Max.

KSI (1) (3)

Concrete Transverse

Stress, Combination Ties KSI Equation (4 )

Radial Hoop Radial Hoop (2) (3) 1

-1.0 1.0

-1.2 1.2 0.34

-0.157 3, 6 17.2 13.4 29.2 17.4 3.9

-0.352 4, 4a

-1.3 2.4

-1.7 2.0 0.31

-0.230 4T, 4aT 7.98 7.0

-2.31 4.97 0.31

-0.230 5,

5T, NOTES:

Sa, 7, 7a 17.2 14.7 25.6 17.2 3.3

-0.432

SaT, 7aT 7T, 25.7 19.3 25.0 20.2 3.3

-0.432 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES RPV PEDESTAL FIGURE 3A-373 Rev. 12 9/04

Load DRYWELL WALL SECTIONS: 15 MAXIMUM REBAR STRESSES, INNER OUTER Max.

KSI (1) (3)

Concrete Transverse

Stress, Combination Ties KSI Equation (4 )

Radial Hoop Radial Hoop (2) (3) 1

-1.5 0.94

-2.2 0.32 0.35

-0.290 3, 6 43.9 27.2 52.5 33.6 4.7

-0.649 4, 4a 4.5 32.2 6.1 47.0 21.1

-0.474 4T, 4aT 14.5

-4.8 4.9

-5.9 48.3

-0.910 5,

5T, NOTES:

5a, 7, 7a 52.9 50.1 52.9 51.8 39.4

-0.856

5aT, 7aT 7T, 49.9 8.2 51.9

-4.0 27.4

-1.017 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES RPV PEDESTAL FIGURE 3A-374 Rev. 12 9/04

Load DRYWELL WALL SECTIONS: 16 MAXIMUM REBAR -STRESSES, INNER OUTER Max.

KSI (1) (3)

Concrete Transverse

Stress, Combination Ties KSI Equation (4 )

Radial Hoop Radial Hoop (2) (3) 1

-1.5 1.1

-2.0 3.1 0.34

-0.266 3, 6 30.3 13.02 39.4 29.1 0.86

-0.526 4, 4a 6.9 12.6 4.8 30.4 7.9

-0.678 4T, 4aT 13.3 13.3 5.7 28.0 15.0

-1.051 5,

5T, NOTES:

Sa, 7, 7a 45.0 26.1 42.7 36.8 19.6

-0.931

SaT, 7aT 7T, 37.3 16.0 22.7 15.5 27.9

-1.249 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES RPV PEDESTAL FIGURE 3A-375 Rev. 12 9/04

pF-"

DRYWELL WALL SECTIONS: 17, 18 Max.

MAXIMUM REBAR STRESSES, KSI (1) (3)

Concrete Load INNER OUTER Transverse

Stress, Combination Ties KSI Equation (4 )

Radial Hoop Radial Hoop (2) (3) 1

-2.1 5.0

-2.7 12.9 9.0

-0.382 3, 6 9.9 8.5 10.5 17.0 12.9

-0.690 4, 4a

-4.1 11.9

-4.8 28.3 17.0

-0.681 4T, 4aT 4.13 13.8

-4.3 28.9 26.8

-0.635 5,

5T, NOTES:

Sa, 7, 7a 18.6 15.7 20.5 29.8 22.5

-1.017

SaT, 7aT 7T, 23.0 22.1 22.0 32.6 38.9

-0.968 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 77, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES RPV PEDESTAL FIGURE 3A-376 Rev. 12 9/04

DRYWELL WALL SECTIONS: 19, 20 Max.

MAXIMUM REBAR STRESSES, KSI (1) (3)

Concrete Load Combination Equation (4)

INNER Radial Hoop OUTER Radial Hoop Transverse

Stress, Ties KSI (2) (3) 1

-2.01

-0.176

-2.95 0.27 0.59

-0.424 3, 6 17.9 5.26 11.8 5.4 4.7

-0.483 4, 4 a 4T, 4aT 4.86 5.2 3.69

-5.2

-6.1

-5.39 7.1 5.68

-0.744

-4.8 5.68

-0.744 5, 5a, 7, 7 a 5T, 5aT, 7T, 7aT 25.9 26.2 7.2

-5.8 32.5 12.8 15.9

-0.851 32.3 8.2 15.9

-0.851 NOTES:

(1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES RPV PEDESTAL FIGURE 3A-377 Rev. 12 9/04

Load DRYWELL WALL SECTIONS: 21 MAXIMUM REBAR STRESSES, INNER OUTER Max.

KSI (1) (3)

Concrete Transverse

Stress, Combination Ties KSI Equation (4 )

Radial Hoop Radial Hoop (2) (3) 1 3, 6 8.5 8.6 6.9 7.7 1.01

-0.073 4, 4a 38.8 30.2 28.9 22.7 8.8

-0.374 4T, 4aT 32.8 21.6 35.9 27.6 9.5

-1.82 5,

5T, NOTES:

Sa, 7, 7a 35.6 30.1 29.3 23.3 8.8

-0.365

SaT, 7aT 7T, 31.7 21.5 34.6 28.0 8.9

-1.83 (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES DIAPHRAGM SLAB FIGURE 3A-378 Rev. 12 9/04

DRYWELL WALL SECTIONS: 22, 23 Max.

MAXIMUM REBAR STRESSES, KSI (1) (3)

Concrete Load Combination Equation (4)

INNER Radial Hoop OUTER Radial Hoop Transverse

Stress, Ties KSI (2) (3) 1 3, 6 7.9 9.5 10.2 13.0 4.46

-0.370 4, 4 a 4T, 4aT 14.1

-11.1 21.5 18.4 12.3 26.2 24.2 16.1

-0.383 29.8 7.0

-1.367 5, Sa, 7, 7 a 5T, SaT, 7T, 7aT 16.4

-13.1 23.1 23.7 16.0 25.5 27.9 18.0

-0.623 35.9 7.2

-1.727 NOTES:

(1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES DIAPHRAGM SLAB FIGURE 3A-379 Rev. 12 9/04

DRYWELL WALL SECTIONS: 24 Max.

MAXIMUM REBAR STRESSES, KSI (1) (3)

Concrete Load Combination Equation (4)

INNER Radial Hoop OUTER Radial Hoop Transverse

Stress, Ties KSI (2) (3) 1 3, 6 10.2 9.6 9.1 8.0 3.0

-0.272 4, 4 a 4 T, 4 aT 22.8

-8.61 22.6 30.S

-8.29 33.2 21.1 S.9

-0.842 29.4 4.2

-1.S9 S, Sa, 7, 7a ST, SaT, 7T, 7aT 27.9

-10.3 2S.4 33.4 12.3 3S.S 24.4 6.2

-0.931 30.8 4.9

-1.738 NOTES:

(1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "-" for Compressive Stress (4)

Load Combination Equatlons are taken from Table 3A-14, 4T, 4aT, 5T, 5aT, 7T, 7aT include thermal components.

(5) Values reflect analysis with an initial Drywell air temperature of 135°F. Increasing this temperature to 150°F does not adversely impact the results of this Design Assessment Report.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES DIAPHRAGM SLAB FIGURE 3A-380 Rev. 12 9/04

DIAPHRAGM SLAB SECTION: 25 1

I Max.

MAXIMUM RF.BAR STRESSES, KSI (1)(3)

Concrete I

1

~I~N-N-E-R----~----~O~~R--~1~~~~---+ Stress,

______ ~------~-----U_T-E---- Transverse 1

1 Load Combination 1 1

Ties KSI Equations (4)

Radial Hoop Rania1 Hoop (2)(3) 1 3, 6 4, 4a 4T, 4aT 5, Sa, 7, 7a ST, SaT, 7T, 7aT NOTES:

( 1 )

( 2 )

( 3 )

( 4 )

1 1

1 13.0 15.5 12.1 14.5 0.66

-.157 1

I 26.7 28.0 23.5 30.6 9.9

-.336 12.9 24.0 1 26.1 135.4 6.5 1 -2.04 33.6 38.5 1 28.6 135.9 10.4 1 -.423 19.3 31.8 I

41.1 142.4 9.5 I

-2.40 1

I 1

Allowable Reinforcing Steel Stress = 54 KSI Allowable Concrete Compressive Stress = 3.4 KSI tI+tI for Tensile Stress; tI_ tI for Compressive Stress Load 4'r, Combination Equations are taken from Table 3A-14, 4aT, ST, Sa"', 7'r, 7aT include thermal components.

LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES DIAPHRAGM SLAB FIGURE 3A-381

1 BASE SLAB SECTION: 26 Max.

MAXIMUM REBAR STRESSES, KSI (1)(3)

Concrete INNER OUTER Transverse

Stabs, Load Combination Ties KSI Equations ( 4 )

Radial Hoop Radial Hoop (2)(3) 1 3, 6 1.7 16.6 5.93 6.22 5.29

-0.318 3.291 1

4, 4a 2.72 1.611 7.10 0.43

-0.213 4T, 4aT

-5.21

-5.63 15.2 14.9 3.4 1

-1.21 5, Sa, 7, 7a 10.9 20.7 10.4 9.51 4.03 1

-0.443 5T, SaT, 7T,

-6. 36 1 -4.95 18.4 17.3 3.12

-1.34 7aT I

I I

1 I

1 NOTES:

(1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "_" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, SaT, 7T, 7aT include thermal components.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES BASE SLAB FIGURE 3A-382

I BASE SLAB SECTION: 27 I

I Max. I MAXIMUM REBAR STRESSES, KSI (1)(3)

Concrete INNER OUTER Transverse Stress, Load Combination Ties KSI Equations ( 4 )

Radial Hoop Radial Hoop (2)(3>1 1

I I

I 3, 6 25.4 26.8 15.5 6.43 24.7

-0.479 4, 4a 10.3

-0.431 11.1 1 0.65 23.9

-0.309 4T, 4aT 22.4

-7.3 29.8 13.3 33.1 I -1.70 I

5, 5a, 7, 7a 39.8 34.4 29.3 13.9 41.0

-0.540 5T, SaT, 7T, 30.0 20.2 29.0 17.1 39.8

-1.79 7aT NOTES:

(I)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "_" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A*14,

4T, 4aT, 5T, SaT, 7T, 7aT include thermal components.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES BASE SLAB FIGURE 3A*383

BASE SLAB SECTION: 28 Max.

MAXIMUM REBAR STRESSES, KSI (1)(3)

Concrete INNER OUTER Transverse Stress, Load Combination Ties KSI Equations ( 4 )

Radial Hoop Radial Hoop (2)(3) 1 3, 6 34.0 17.8 11.1 10.6 17.5

-0.910 4, 4a 21.7 9.15 16.9 8.7 12.5

-0.304 4T, 4aT

-8.251 -8.071 17.7 113.4 6.7

-1.59 I

1 I

1 1

I 5, Sa, 7, 7a 42.1 1 21.2 18.2 116.1 I

25.2

-0.985 5T, SaT, 7T, 25.4

-8.4 I 23.7 19.8 18.7

-1.72 7aT NOTES:

(1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress: "_" for Compressive Stress (4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, 5T, SaT, 7T, 7aT include thermal components.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES BASE SLAB FIGURE 3A-384

BASE SLAB SECTION: 29 Max. I MAXIMUM REBAR STRESSES, KSI (1)(3)

Concrete INNER OUTER Transverse Stress, Load Combination Ties KSI Equations ( 4 )

Radial Hoop Radial Hoop (2)(3) 1 1

3, 6 12.7 1 15.6 9.01 8.52 11.1

-0.524 1

1 4, 4a 11.8 1 9.1)1 17.3 7.951 11.0

-0.243 4T, 4aT 9.32 -6.4°1 20.6 12.6 12.0

-1.23 5, Sa, 7, 7a 17.7 18.9 19.0 13.3 18.5

-0.508 ST, SaT, 7T, 14.4

-6.22 21.5 16.1 18.9

-1.18 7aT NOTES:

(1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress; "_" for Compressive Stress (4)

Load Combination Equa tions are taken from Table 3A-14, 4T, 4aT, ST, SaT, 7T, 7aT include thermal components.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES BASE SLAB FIGURE 3A-385

BASE SLAB SECTION: 30 Max.

MAXIMUM REBAR STRESSES, KSI (1)(3)

Concrete INNER OUTER Transverse Stress, Load Combination Ties KSI Equations ( 4 )

Radial Hoop Radial Hoop (2)(3) 1 3, 6 9.32 16.9 9.14 8.54 7.0

-0.414 4, 4a 29.9 33.t; 34.1 10.2 25.6

-0.430 4T, 4aT 29.2 5.5 38.5 12.9 27.4

-0.902 5, Sa, 7, 7a 23.9 36.5 32.9 116 *6 28.4

-0.688 1

5T, 5a%, 7T, 7aT 22.5

-6.36136.5 119 *6 28.9 I

-0.915 I I NOTES: (1)

Allowable Reinforcing Steel Stress = 54 KSI (2)

Allowable Concrete Compressive Stress = 3.4 KSI (3)

"+" for Tensile Stress: "_" for Compressive Stress (4)

Load Combination Equa tions are taken from Table 3A*14, 4T, 4aT, 5T, SaT, 7T, 7aT include Thermal Components.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES BASE SLAB FIGURE 3A*386

I I

MODE 1 f=20 HZ MODE 2 f=53 HZ (WITH WATER MASS)

MODE 3 f=93 HZ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSIENT REPORT SUPPRESSION CHAMBER COLUMNS MODE SHAPES FIGURE 3A-387

"" S C

II m

w >>

W co co SUPPRESSION CHAMBER COLUMNS MAXIMUM ALLOWABLE MAXIMUM

!ALLOWABLE I COMBINED I

AXIAL STRESS AXIAL STRESS FLEXURAL I FLEXURAL

/STRESS I STRESS COLUMN (KSI)

(KSI)

STRESS (KSI) STRESS (KSI) RATIO MARGIN %

42" dia pipe (shell element) 11.7 27.3 8.7 28.0 I

0.74 26 ITop Anchorage 22.6 29.9 I

0.76 24 IBottom Anchorage I

10 I _

NOTE:

These stress margins are based on load combination 7 of Table 3A-15 which is the critical load combination.

C C

o

~!:

O~ C m

3:

m C

m

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"'tJ C) z n

1::lI z

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limo (I)

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'-r.C H 2 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER MODE SHAPES, K = SOk/in FIGURE 3A-389

M~P. 1 lJ.ct H'Z LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER MODE SHAPES, K = 350k/ln fiGURE 3A-390

r-~-

I I

J I

I I

J

k. I~oo. eyt,\\. I J

I Meoe ~

96.8 H&

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER MODE SHAPES, K = 15000kJin FIGURE 3A-391

DOWNCOMER -

STRESS

SUMMARY

AND DESIGN MARGINS I

I I

I LOAD J ALLOWABLE DESIGN I COMBINATION CONDITION I srrRESS I STRESS MARGIN I

(KSI)

I (KSI)

( % )

I I Equation 1 I

Upset 28.4 I

17.5 38.4 I

I Equation 2 Emerqency I 42.5 19.9 53.2 I

Equation 3 Emergency 42.5 37.4 12.0 I

I Equation 4 Faultea 56.7 I

20.0 64.7 Equation 5 Faulted 56.7 I

37.4 I

34.0 I

I Equation 6 I

Faulted 56.7 I

37.'5 I

33.9 I

I Equation 7 Faulted 56.7 24.5 56.8 I

NOTE:

Equation numbers are based on Tahle 3A-17.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER DESIGN MARGIN FIGURE 3A-392

USAGE FACTOR

SUMMARY

OF DOWNCOMERS NORMA L/UPSET CONDITION EMERGENCY IFAUL TED CONDITIONS SBA IBAORSBA DBA

!. OBE

+

t SRV

t SRV o PRESSURE o PRESSURE o PRESSURE

SRV,

+/- SRV,

t SRV2

+/- SRV2 o THERMAL o THERMAL o THERMAL TRANSIENT TRANSIENT TRANSIENT

~O LOADS

+/-SRV2

!. CHUG o STEAM FLOW o STEAM FLOW o STEAM FLOW j~

+/- CHUG

~

+/-. SRV,

!:. SRV,

!:.SSE U

!:. SRV2

+/- SRV2

+/-. SSE AT PLATFORM RING 0.001 0.600 0.116 0.080 0.003 0.80 AT 24" x 24" 0.002 0.194 VACUUM BREAKER TEE 0.160 0.151 0.001 0.51 c:

AT PIPE ATTACHMENT (1) 0.001 0.545 0.078 0.071 0.003 0.70 is

'V C ELEV.221'-O" c:

~

II CO r-m i

(,,)

om c m

,. c::Ecs 21 (1) ORIGINAL LOCATION OF VACUUM BREAKER (ABANDONED)

Z n

(,,)

cnz z co

~c~

(,,)

>>0" C)O~ (l)zel

>> - m ms:m.,,-tz

."m~ m en m

..,.-21

>>::DI: oo(>>>>

o."m >>z:::!

-f>>~ z Cz O-f:D >>Nel

D-m ~

en -t C)'"G (I) c:0 en m~ ::D 0

m z

'V 0

D

STRESS CYCLES FOR FATIGUE EVALUATION OF DOWNCOMERS LOAD TYPE No. OF CYCLES NSRVI 14100 NSRV2 7700 NOBE 50 NCHUG I

3000 I

NSSE I

10 I

I NOBE

= Cycles associated with OBE NSRVI = Cycles associated with SRVI (Submerged Structure Load)

NSRV2 = Cycles associated with SRV2 (Inertia)

NCHUG = Cycles associated with Chugging NSSE

= Cycles associated with SSE LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS'REPORT DESIGN' ASSESSMENT REPORT DOWNCOMER FATIGUE CYCLES FIGURE 3A-394

c:

e

~

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~

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!C -f:ll U) m en

~

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l>

c:O en

~

m :ll

JJ 0

-t m

Z

." o

~

FATIGUE LOAD HISTOGRAM FOR DOWNCOMERS NORMAL/UPSET CONDITION EMERGENCY FAULTED SBA IBA or SBA DBA

+ OBE \\ ~ SRVI/ ~ SRVI/ ~ SRVI/o Pressure 1

0 Pressure 1

0 Pressure o Thermal o Thermal o Thermal

+ SRVl! ~ SRV2! ~ SRV2!

! Transient ! Transient ! Transient o Stearn Flow 0 Steam Flow 0 Steam Flow

~ SRV2! ~ CHUG!

/

+ CHUG I

+ CHUG I + CHUG

+ SRVI

+ SSE I

I I

+ SRV2

.:!: SRV2

+ SSE 50 I 3000 I 4650 I 6400! Load s~t pair 9-10 is for one of the cycles cycles! cycles\\ cycles! three above events which produce the I!

! largest combined stress.

The cycles associated with oscillatory loads combined with SSE are assumed conservatively to be 10.

\\.

[SO o

O~"co_Cr SRV Line.

friO". p;p~ or etlu'v.

I

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER BRACING MATHEMATICAL MODEL FIGURE i3A-396

DOWNCOMER BRACING SYSTEM -

STRESS

SUMMARY

BRACING MEMBER DESIGN MARGINS FOR CRITICAL ME~1BERS AND GOVERNING LOAD COMBINATION QUADRANT(2)

MEMBER(2)

EQUATION(l)

MARGIN -

1 58 7

5%

2 75 7

6%

3 126 7

5%

4 217 7

4%

Link between 221 7

3%

Quadrants NOTES:

(1) Equa tion number is hased on Table 3A*15 (2) Figure 3A*396 gives location reference LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER BRACING SYSTEM DESIGN MARGIN FIGURE 3A*397

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE & CONTROL STRUCTURE FLOOR PLAN AT ELEVATION 177 FT.

FIGURE 3A-398

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE STEEL FRAMING PLAN EL. 201' FIGURE 3A-399

~II-O" 1.7'* o*

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE STEEL FRAMING PLAN EL.211' FIGURE 3A-400

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENC LOSU R E STEEL FRAMING PLAN EL. 253' FIGURE 3A-401

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE STEEL FRAMING PLAN EL.283' FIGURE 3A-402

r

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE STEEL FRAMING PLAN EL. 313' FIGURE 3A-403

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE STEEL FRAMING PLAN EL. 331' FIGURE 3A-404

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FIGURE 3A-428

REACTOR ENCLOSURE FLOOR SLABS ELEMENT ELEVATION SLAB GOVERNING REBAR~L.}

STRESS NUMBER (FT)

THICKNESS EQUATION(I)

STRESS MARGIN (FT)

(KSI)

(% )

I 1

201 1.5 1

13.13 75.7 2

201 2.5 1

30.55 43.4 3

217 1.5 7a 30.90 42.8 4

217 2.0 7a 27.70 48.7 5

253 1.21:)

I 7a 51.2fi 5.1 6

I 253 I

2.0 1

20.40 I 62.2 7

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1.25 7a I

42.74 20.9 8

283 2.75 1

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30.52 43.5 10 313 2.0 7a 23.83 55.9 11 313 3.0 7a 28.16 47.9 12 333 1.25 1

21.22 60.7 13 333 1.67 1

15.47 71.4 14 352 2.0 7a 36.35 32.7 15 352 3.25 7a 11.18 79.3 NOTES:

( 1 ) Taken from Table 3A-14 as follows:

Load Combination EON 1

= 1.4D + 1.7L + 1.5 SRV Load Combination EON 7a = 1.0D + 1.0L + 1.0 ESS

+ 1.0 SRV + 1.0 LOCA

( 2 ) Allowable Reinforcing Steel Stress = 54 KSI LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE MARGINS FLOOR SLABS FIGURE 3A-429

ELEMENT NUMBER I I 16 I

17 I

1A I

19 20 I

21 22 23 24 I

25 26 27 28 29 NOTES:

REACTOR ENCLOSURE FLOOR STEEL BEAM(l)

ELEVATION GOVERNING BENDINGISTRESS I

( 1 )

( 2 )

( 3 )

(FT)

STEEL SIZE EQUATION(2) STRESS MARGIN(3)

(KSI) 201 W27 x 145 I

1 23.00 4.2 201 W24 x 6,8 1

20.00 16.7 217 W33 x 141 I 1

21.90 8.6 217 W33 x 130 7

27.40 15.5 253 W24 x 76 I

1 22.66 5.6 253 W27 x 84 1

20.92 12.8 283 72" Girder 1

24.00

o.

2A3 W33 x 1'12 1

19.27 19.7 313 56" Girder 7

30.2A I 6.5 313 W36 x 300 7

29.44 C).1 331 W36 x 182 I 7

23.58 I 27.2 331 IW21 x 73 I 7

20.31 I

37.3 352 IW36 x 300 7

18.54 42.7 352 IW24 x 68 I

7 I

16.94 I 47.7 I

I All beams are A-36 steel.

Taken from Table Load Combination Load Combination Allowable Rending Equations 1 and 7 respectively.

3A-15 as follows:

EON 1 = D + L + SRV RON 7 = D + L + E1+ SRV + LOCA Stresses for Governing are 24.0 KSI and 32.4 KSI, LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE MARGINS FLOOR STEEL BEAM FIGURE 3A-430

REACTOR ENCLOSURE SUPPORTING COLUMNS ELEVATION INTERACTION STRESS RANGE LOCATION(l)

MATERIALS(2)

EQUATION MARGIN%

177'-201' I 29 & E ISteel I

0.77 I

23 I

177'-201' 30.5 & E I Reinforced Concrete I I

8 I

201'-217' 29 & E Steel 0.78 22 I

201'-217' 30.5 & E Reinforced Concrete 1

217'-253' 30.5 & E Steel 1.02 0

253'-283' 30.5 & F, S-teel 0.88 12 283 '-313' I 30.5 & E ISteel I

0.78 I

22 I

313'-333' 27.5 & E Steel 0.97 3

313'-333' 30.5 & E Steel I

0.91 9

333'-352' 29 & E Steel 0.65 35 NOTES:

(1)

Figure 3~398 gives location reference (2)

For Steel Supports, Load Combination EQN (7) of Tahle 5.3-1 is used: D + L + E + LOCA + SRV + P.

For Reinforced Concrete Supports, Load Combination EQN (7) of Table 3A-14 is used:

D + L + Eo + LOCA + SRV + PB LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE MARGINS SUPPORTING COLUMNS FIGURE 3A-431

1 WALL ELEVATION I (FT) 177 I 177 177 1

177 I

1 177 NOTES:

( 1 )

( 2 )

( 3 )

( 4 )

REACTOR ENCLOSURE SHEAR WALLS

'COMBINED AXIAL

'SHEAR 1 GOVERNING 1& BENDING STR.ESS STRESS MARK(l) EQUATION(2) MARGIN (%) (3)

WALL MARGIN

(% ) ( 4 )

Line 14.1 7a 67 1

Line 31.9 7a 67 1

D 7a 48 12 Line 23 1

7a 1

24 1

8 1

Line 21.5 I 7a I

29 I

9 I

Figure 3A-398 qives location reference Taken from Table 3A-14 Load Combination EON Allowable Reinforcing Allowable Reinforcing as follows:

7a = D + L + Ess + SRV + LOCA Steel Stress = 54 KSI Steel Stress = 51 KSI LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE MARGINS SHEAR WALLS FIGURE 3A-432

CONTROL STRUCTURE FLOOR SLABS I

SLAB J

REBAR STRESsl ELEMENT/ELEVATION THICKNESslr~VERNING STRESS(2) MARGIN/

NUMBER (FT)

(FT)

EQUATION(l)

KSI

( % )

/

I 30 200

/

1.S 1

/

14.47 73.2

/

31 200 6.0 1

37.64 30.3 32 217

/

1.25 1

/

14.15

/

73.8

/

33 237 1.0 1

31.10 42.4 34 237 1.0 1

30.89 I 42.8 35 254 1.0 1

27.86

/

48.4 36 269 1.5 1

12.15 77.5 37 289 1.5 1

/

10.26

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22.95 57.5

/

I 39 332 1.5 1

I 16.92 I 68.7

/

40 332 2.0 1

I 41.4 I

23.3 I 41 350 1.5 1

16.65 69.2 NOTES:

( 1 )

Taken from Tahle 3A-14 as follows:

Load Combination EON 1 = 1.4D + 1.7L + 1.5 SRV

( 2 )

Allowahle Reinforcing Steel Stress = 54 KSI LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE MARGINS FLOOR SLABS fiGURE 3A-433

CONTROL STRUCTURE FLOOR STEEL BEAM(l)

I BENDING STRESS IELP.MENT ELEVATION GOVERNING STRESS MARGIN(3)

NUMBER (FT)

STEEL SIZE EQUATION(2)

(KSI)

I 42 200 IW24 x 130 I

1 23.78 0.9 I

I 43 217 W30 x 210 7

I 29.90 I 7.7 I

I 44 237 W36 x 300 I 7

27.60 I 14.8 I

I 45 254 W36 x 24S I 7

I 28.80 11.1 I

46 269 42" Girder 7

25.53 21.2 47 289 W36 x 160 7

27.90 13.9 48 304 W36 x 194 7

30.00 7.4 49 I

332 38" Girder I 7

24.80 I 23.5 I

50 I 350 W18 x 105 7

10.30 68.2 I

NOTES:

(1)

All beams are A-36 steel.

(2)

Taken from Table 3A-15 as follows:

Load Combination EON 1 = D + L + SRV Load Combination EQN 7 = D + L + E' + SRV + LOCA (3)

Allowable bending stresses for qoverning equations 1 and 7 are 24.0 KSI and 32.4 KSI, respectively.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE MARGINS FLOOR STEEL BEAM FIGURE 3A-434

CONTROL STRUCTURE SHEAR WALLS WALL COMBINED AXIAL SHEAR ELEVATION GOVERNING

& BENDING STRESS STRESS MARGIN (FT)

WALL MARK EQUATION( 2)

MA RG I N (%) ( 3 )

(%)(4)

I 177 Mh 7a I

2 I

12 I

200 Mh 7a 39 I

2 269 J

1 I

44 I

24 239 J

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239 Line 19.4 1

I 3.4 I

24 I

177 Line 26.6 7a 2A 0

I NOTES: (1)

Figure 3A-398 gives location reference.

( 2 )

Taken from Table 3A-14 as follows:

Load Combination EON 1 Load Combination EON 7a =

= 1.4D + 1.7L + 1.5 SRV 1.0D + 1.nL + 1.0 ESS

+ 1.0 SRV + 1.n LOCA (3)

Allowable Reinforcing Steel Stress = 54 KSI Allowable Concrete Compressive Stress = 2.8 KSI (4)

Allowable Reinforcing Steel Stress = 51 KSI LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE MARGINS SHEAR WALLS FIGURE 3A-435

ELEMENT NUMBER I

51 I

I 52 53 54 I I 55 I

56 NOTES: (1)

( 2 )

( 3 )

CONTROL STRUCTURE STEEL PLATFORM (1)

ELEVATION STEEL GOVERNING (FT)

GRADE EQUATION(2) 313 WIOx21 2

313 W12x27 2

322 W12x27 2

340 W8x24 2

350 W8x24 2

350 WIOx54 2

All beams are A-36 steel.

Allowable bending stress = 24 KSI Taken from Table 3A-15 as follows:

BENDING STRESS (KSI) 14.7 lR.9 10.7 10.0 17.6 10.6 Load Combination EON 2 = D + L + To + SRV STRESS J MARGIN\\3)

( % )

38.8 21.3 55.4 58.3 26.7 55.8 LIMERICK GENERATING STATION UNITS 1 AND 2 I I I

UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE MARGINS STEEL PLATFORM FIGURE 3A-436

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FIGURE 3A-438

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FIGURE 3A-439

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT PLAN VIEW OF MESH SYSTEM MODELING OF SUPPRESSION POOL FOR SRV-L HIGH REACTOR PRESSURE BLOWDOWN (WITH SPTMS SENSOR LOCATIONS)

FIGURE 3A-441

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FIGURE 3A-442

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<7b.00 60.00 120.00 180.00 240.00 300.00 360.00 420.00 480.00 540.00 600.00 TIME SEC LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT TEMPERATURE TIME HISTORIES OF COLUMN MOUNTED SPTMS SENSORS (TE-101 B, D, F & H) FOR SRV-L HIGH REACTOR PRESSURE BLOWDOWN FIGURE 3A-445

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Olj.oo 60.00 120.00 lBO.OO 240.00 300.00 360.00 420.00 480.00 540.00 600.00 TIME SEC LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT TEMPERATURE TIME HISTORIES OF CONTAINMENT WAl.L MOUNTED SPTMS SENSORS (TE-101 A, C, E & G) FOR SRV*L HIGH REACTOR PRESSURE SLOWDOWN FIGURE 3A-446

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TE-lOl H BULK POOL TEMPERATURE

1. ENLARGED SCALE

2. ELEVATED POOL TEMPERATURE REFLECTS RHR SYSTEM INOPERATION

Response

Time CJ)~~~~-------r------~----~-------r------r-----~------~------r------'

-0.00 18.00 36.00 5'.00 72.00 90.00 198.00 126.00 lH.OO 162.00 180.00 TIME SEC

-10 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT TEMPERATURE TIME HISTORIES OF COLUMN MOUNTED SPTMS SENSORS (TE-101 S, D, F & H) FOR SRV-H LOW REACTOR PRESSURE SLOWDOWN FIGURE 3A-447

o o

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TE-IOI G BULK POOL TEMPERATURE

1. ENLARGED SCALE

2. ELEVATED POOL TEMPERATURE REFLECTS RHR SYSTEM INOPERATION 18.00 36.00 5'.00 72.00 90.00 1~8.00 126.00 lU.OO 162.00 180.00 TIME SEC

10 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT TEMPERATURE TIME HISTORIES OF CONTAINMENT WALL MOUNTED SPTMS SENSORS (TE-101 A, C, E & G) FOR SRV-H LOW REACTOR PRESSURE BLOWDOWN FIGURE 3A-448

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90.00 180.00 270.00 360.00 TIME OVERALL AVERAGE TEMP.

BULK POOL TEMPERATURE 630.00 720.00 810.00 900.00 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT BULK TEMPERATURE VERSUS AVERAGE TEMPERATURE FROM SPTMS DIVISION 1 (TE 101A *** TE-101H) FOR SRV-H HIGH REACTOR PRESSURE SLOWDOWN FIGURE 3A-449

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OVERALL AVG.

l80.00 240.00 300.00 360.00 420.00 480.00 540.00 600.00 T[ME SEC TEMP.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT BULK TEMPERATURE VERSUS AVERAGE TEMPERATURE FROM SPTMS DIVISION 1 (TE 101A *** TE-101H) FOR SRV-L HIGH REACTOR PRESSURE BLOWDOWN FIGURE 3A-450

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BULK POOL TEMPERATURE SPTMS AVERAGE TEMPERATURE

_OVERAll. AVERAGE TEMPERATURE 126.00 IU.OO 162.00 IBO.OO LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT BULK TEMPERATURE VERSUS AVERAGE TEMPERATURE FROM SPTMS DIVISION 1 (TE 101A *** TE-l01H) FOR SRV-H LOW REACTOR PRESSURE BLOWDOWN FIGURE 3A-451

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-f-800 700 600 I-I-500 I-- -

I-I-400 f-- - 300 200 100

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0 104 2x104 Sx 104 LIMERICK GENERATING STATION UNITS 1 AND 2

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based on the original design basis conditions. The current suppression pool temperature response results are discussed in Section 3A. 15.2. The results reasonably represent the general characteristics of the suppression pool UPDATED FINAL SAFETY ANALYSIS REPORT temperature response.

DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE TRANSIENT CASE 1.8 FIGURE 3A-452 Rev. 5, 4/96

SUPPRESSION POOL BULK TEMPERATURE LIMIT /

(APPLYING VERIFIED LOCAL*TO*BULK 6T=10° F) /

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4 10 20 40 100 200 400 104 2xl04 5xl04 TIME AFTER SCRAM* SECONDS NOTE: The information presented in this figure is based on the original design basis conditions. The current suppression poof temperature response results are discussed in Section 3A.1S.2. The results reasonably represent the general characteristics of the suppression pool temperature response.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE TRANSIENT CASE 1.b FIGURE 3A-453 Rev. 5, 4/96

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NOTE: The information presented in this figure is based on the original design basis conditions. The current suppression pool temperature response results are discussed in Section 3A.1S.2. The results reasonably represent the general characteristics of the suppression pool temperature response.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE TRANSIENT CASE2.a FIGURE 3A-454 Rev. 5, 4/96 U) c...

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10 20 40 100 200 400 TIME AFTER SCRAM - SECONDS 1300 1200 1100 1000 900 800 700 600 500 400 300 200 100 0

5x104 NOTE: The information presented in this figure is based on the original design basis conditions. The current suppression pool temperature response results are discussed in Section 3A.15.2. The results reasonably represent the general characteristics of the suppression pool temperature response.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE TRANSIENT CASE2.b FIGURE 3A-455 Rev. 5, 4/96

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE TRANSIENT CASE 3.8 FIGURE 3A-456 Rev. 5, 4/96

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE TRANSIENT CASE 3.b FIGURE 3A-457 Rev. 5, 4/96

8 TIlE ttSTORY PLOT OF' LOCAl.. TEMPERATURE i

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'DoAIo LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCAL-TO-BULK TEMPERATURE DIFFERENCE (AT)

TRACE FOR SRV-H BLOWDOWN UNDER HIGH REACTOR PRESSURE FIGURE 3A-458

8 TltE HSTORY PLOT or LOCAL. TtMPERATURE II -

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T1WE(SEC LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCAL-TO-BULK TEMPERATURE DIFFERENCE (6n TRACE FOR SRV-L BLOWDOWN UNDER iH IGH REACTOR PRESSURE FIGURE 3A-459

TlME tIS10RY PLOT Of LOCAL TEMPERATURE I..

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1. ENLARGED SCALE

2. ELEVATED POOL TEMPERATURE REFLECTS RHR SYSTEM INOPERATION Dua 1" 1~,...

no.GO LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCAL-TO-BULK TEMPERATURE DIFFERENCE (4n TRACE FOR SRV-H'BLOWDOWN UNDER LOW: REACTOR PRESSURE FIGURE 3A-460

180-NOTE:

VACUUM BREAKERS ARE INSTALLED ON DOWNCOMERS 10,31,50 AND 77 WHICH ARE CAPPED (E.G.,@.)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCATION OF CAPPED DOWNCOMERS WITH VACUUM BREAKERS FIGURE 3A-461

JET DEFLECTOR ASSEMBLY

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1'-- E L 189'*11" LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DETAILS OF CAPPED DOWNCOMER FIGURE 3A-462

ML22278A224

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