ML21133A065

0 to Updated Final Safety Analysis Report, Chapter 3, Appendix 3A, Figures 3A-320 Through 3A-462

ML21133A065
Person / Time
Site:	Limerick
Issue date:	04/29/2021
From:	Exelon Generation Co
To:	Office of Nuclear Reactor Regulation
Shared Package
ML21138A803	List: ML21133A045 ML21133A046 ML21133A047 ML21133A048 ML21133A049 ML21133A051 ML21133A052 ML21133A053 ML21133A054 ML21133A055 ML21133A056 ML21133A057 ML21133A058 ML21133A059 ML21133A060 ML21133A061 ML21133A062 ML21133A063 ML21133A064 ML21133A065 ML21133A066 ML21133A067 ML21133A068 ML21133A069 ML21133A070 ML21133A071 ML21133A072 ML21133A073 ML21133A074 ML21133A075 ML21133A076 ML21133A077 ML21133A078 ML21133A079 ML21133A080 ML21133A081 ML21133A082 ML21133A083 ML21133A084 ML21133A085 ML21133A086 ML21133A087 ML21133A088 ML21133A089 ML21133A090 ML21133A091 ML21133A096 ML21133A098 ML21133A102 ML21133A108 ... further results
References
Download: ML21133A065 (152)

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Load Case:

AXISYMMETRIC GE CO-ADS gNVELOPE (WIDENED -

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AXISYMMETRIC GE CO-ADS ~NVELOPE (WIDENED - 15%)

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352'-0

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

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Node:

107 Direction:

VERTICAL Elev:

217'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC f IGURE 3A-339

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

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Node:

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253'-0

~~~~~~~~~~

Dampin~: O.OOS,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN.ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISVMMETRIC FIGURE 3A-340

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Node:

59 Direction:

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~~~~~~~~~~

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AXISYMMETRIC GE CO-ADS ENVELOPE (WIDENED -

15%)

Node:

54 Direction:

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313 '-0 Damping: o.005,o.01,o.02,o.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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 -

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Node:

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Damping: O.OOS,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO-ADS AXISYMMETRIC FIGURE 3A-345

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---

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239' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A-347

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254' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A-348

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

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289' Dampin~: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A*350

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FIGURE 3A-354

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT TOP VIEW OF 36° SECTOR OF A TYPICAL MARK 11 SUPPRESSION POOL FIGURE 3A-355

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u...

u...

UJ 0

3.0 u

z:

0

~

c:(

c:::

L.LJ

....J L.LJ u

u c:(

0 2

REFERENCE 3A-44 4

MODEL I,,

-4 3

(""')

0 f'Ti,,,, -

2 CJ -

f'Ti

z

-4 Vl

/CYLINDER 1 CJ I

0 3

CYLINDER l 4

y/al 5

6 7

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT MODEUDATA COMPARISONS (SHEET 3 OF 4)

FIGURE 3A-357

en t-z w

0 II.

II.

w 0

0 z

0 -

t-<

a:

w

...J w

0 0 <

c z <

t-i.I.

...J u, u e

7 6

5 4

3 2

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• * ** i * * *

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p 'rT a2 O + c MP.,, a2 0 + p ac L lu I ul 0 CL References 3A-43 and 3A-45 (Oregon State University Data 1975) e CM References 3A-43 and 3A-45 (Oregon State University Data 1975)

References 3A-43 and 3A-45 0

Model

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• ~******1********1"'\\

. 1

.2

.3

~*********************************

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• • • • • • • • ~

e

• • • • • • • • • • • • • • • • • • • • • • • -j, ~Ml

.4 1c LI

.5

.6 e/a

.7

.8

.9 1.0 LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CYLINDER LOCATIONS FIGURE 3A-358

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT INTERFERENCE ON STANDARD DRAG:

THREE CYLINDER ARRANGEMENT FIGURE 3A-359

u FLOW LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT INTERFERENCE ON STANDARD DRAG:

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

y u

FLOW y

1 LIMERICK GENERATING STATION UNITS 1ANO2 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 DRYWELL WALL WETWELL WALL SHIELD WALL PEDESTAL DIAPHRAGM SLAB BASE SLAB

~AXIS OF SYMMETRY OUTSIDE REBAR EL. 183'-6" TOP REBAR (INSIDE)

BOTTOM REBAR (OUTSIDE)

• EL. 308'-3" TRANSVERSE SHEAR Tl ES(TYP)

-0 SECTION WHERE STRESSES ARE ASSESSED R=19' R=25'"

RPV I PEDESTAL I I

,R=42' i

~~ :

WETWELL WALL LIMERICK GENERATING STATION UNITS 1AND2 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. 4 6 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:..iations 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 GENERA TING STATION UNITS 1AND2 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. 4 6

-0.07

-0.SS

-0.04

-0.28 0.12

-0.432 3, 6

11. 4 6.26

11. 3

4. 2 lS.7 lS.l

-0.200 4' 4a 9.97 43.0 14.8 19.S 17.4

11. 4

-0.218 4T, 4aT 3.4S 18.7 23.8 28.0 24.S 12.2

-0.926 s,

ST, NOTES:

Sa, 7, 7a 21.1 40.2

21. 3 17.4 36.9 20.1

-0.460

SaT, 7aT 7T, 14.9 lS.9 34.S 27.4 S2.0 17.6

-1. 38 (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 GENERA TING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES DRYWELL WALL FIGURE JA-364 Rev. 12 9/04

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

KSI ( 1) ( 3)

Concrete Transverse

Stress, Ties KSI Equation ( 4)

Vert Hoop Vert Hoop Diag.

(2) ( 3) 1

-0.SS

-0.02

-0.69 0.06

-0.3S 0.lS

-0.097 3, 6 13.0 6.44 13.0

4. 2 17.1 20.31

-0.230 4' 4a

8. 4 9

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 S,

ST, NOTES:

Sa, 7, 7a 26.3 39.3 28.7 17.S 39.7 24.9

-0.S22

SaT, 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, ST, 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 JA-365 Rev. 12 9/04

Load Combination DRYWELL WALL SECTIONS: 5 MAXIMUM REBAR.STRESSES, INNER OUTER Max.

KSI ( 1) ( 3)

Concrete Transverse

Stress, Ties KSI Equation ( 4)

Vert Hoop Vert Hoop Diag.

(2) (3) 1

-0.73

1. 04

-0.80

1. 0

-0.3S 0.16

-0.106 3, 6 lS.S 10.3

14. 6 s.s 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.S

-0.671 S,

ST, NOTES:

Sa, 7, 7a 43.6 33.2 32.8 9.S 37.6 S4.0

-0.931

SaT, 7aT 7T, 30.4

9. 9 4S.S 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 GENERA TING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES DRYWELL WALL FIGURE JA-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.S

4. 8 20.6 O.S2

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

-0.S82 4T, 4aT 26.0 48.7 26.7 8.1 28.2 3S.O

-0.718 S,

ST, NOTES:

Sa, 7, 7a SO.l 43.l 36.0 12.9 4S.7 4 4. 8

-1. 009

SaT, 7aT 7T, 24.9 48.8 S3.9 2 6. 7 47.6 27.S

-1. S92 (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~<ltions are taken from Table 3A-14, 4T, 4aT, ST, 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES WETWELL WALL FIGURE JA-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 4 6. 2 34.6 33.0 33.8 14.0

-1.31 5,

ST, NOTES:

Sa, 7, 7a 37.7 37.0 47.9

21. 8 48.6 15.2

-0.819

SaT, 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, ST, 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 GENERA TING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES WETWELL WALL FIGURE JA-368 Rev. 12 9/04

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

KSI ( 1) ( 3)

Concrete Transverse

Stress, Ties KSI Equation ( 4)

Vert Hoop Vert Hoop Diag.

(2) (3) 1

-1.68 lS.8

-1. s 7.4 3.3S 1.1

-0.2S4 3, 6

27. s 30.7 2S.S 7.S8 31.1 0.70

-0.S03 4' 4a 16.6 42.4 29.1 3S.3

31. 4 S.3

-0.744 4T, 4aT 12.2 3S.6 38.0 39.7 37.9 8.13

-1.SO S,

ST, NOTES:

Sa, 7' 7a 37.S 40.1 43.6

27. s S0.1 6.7

-1.13

SaT, 7aT 7T, 29.4 4 6. 7 S3.8 3S.6 S2.4

7. 4

-2.2S (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, ST, 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 GENERA TING STATION UNITS 1AND2 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 4 4. 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES WETWELL WALL FIGURE JA-370 Rev. 12 9/04

DRYWELL WALL SECTIONS: 12 Max.

MAXIMUM REBAR STRESSES, KSI ( 1) ( 3)

Concrete Load Combination Equation (4)

INNER PLATE Vert Hoop OUTER PLATE Vert Hoop Transverse

Stress, Ties KSI

( 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 4T, 4 aT 2.2 2.0 9.2

-0.64

8. 8 0.81 3.7 7.S

-0.26S 3.3 7.S

-0.26S S, Sa, 7, 7a ST, SaT, 7T, 7aT 8.S 8.3 12.8 2.7 12.4 2.S S.1 9.S

-0.407

4. 7 9.S

-0.407 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, ST, 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 1AND2 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. 2 6

-0.128 5,

5T, NOTES:

Sa, 7, 7a 10.7 3.6 2.9 1.1 2.4

-0.444

5aT, 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, ST, 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES SHIELD WALL FIGURE JA-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

-0.1S7 3, 6 17.2 13.4 29.2 17.4 3.9

-0.3S2 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 S,

ST, NOTES:

Sa, 7, 7a 17.2 14.7 2S.6 17.2 3.3

-0. 4 32

SaT, 7aT 7T, 2S.7 19.3 2S.O 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 1AND2 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, ST, 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 GENERA TING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES RPV PEDESTAL FIGURE 3A-37 4 Rev. 12 9/04

Load Combination Equation (4) 1 3' 6 4, 4a 4T, 4aT 5, 5a, 7, 7a 5T, 5aT, 7T, 7aT DRYWELL WALL SECTIONS: 16 MAXIMUM REBAR -STRESSES, KSI INNER OUTER Radial Hoop Radial Hoop

-1. 5 1.1

-2.0 3.1 30.3 13.02 39.4 29.1

6. 9 12.6

4. 8 30.4 13.3 13.3 5.7 28.0 45.0 2 6.1 42.7 36.8 37.3 16.0 22.7 15.5 Max.

( 1) ( 3)

Concrete Transverse

Stress, Ties KSI (2) (3) 0.34

-0.266 0.86

-0.526

7. 9

-0.678 15.0

-1.051 19.6

-0.931 27.9

-1.249 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, ST, 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 GENERA TING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES RPV PEDESTAL FIGURE JA-375 Rev. 12 9/04

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.S 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

-0.63S S,

ST, NOTES:

Sa, 7' 7a 18.6 lS.7 20.S 29.8 22.S

-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 St.::-ess; "-" 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 GENERA TING STATION UNITS 1AND2 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 32.5

-5.8 32.3 12.8 15.9

-0.851 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, ST, 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 GENERA TING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES RPV PEDESTAL FIGURE JA-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.S

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 3S.9 27.6 9.S

-1.82 S,

ST, NOTES:

Sa, 7, 7a 3S.6 30.l 29.3 23.3 8.8

-0.36S

SaT, 7aT 7T,

31. 7

21. s 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 GENERA TING STATION UNITS 1AND2 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.S 10.2 13.0

4. 4 6

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

-11.1

21. s 18.4 12.3 26.2 24.2 16.1

-0.383 29.8 7.0

-1.367 S, Sa, 7, 7 a ST, SaT, 7T, 7aT 16.4

-13.1 23.1 23.7 16.0 2S.S 27.9 18.0

-0.623 3S.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, ST, 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 GENERA TING STATION UNITS 1AND2 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 4T, 4aT 22.8

-8.61 22.6 30.5

-8.29 33.2 21.1 5.9

-0.842 2 9. 4

4. 2

-1.59 5, 5a, 7, 7a 5T, 5aT, 7T, 7aT

27. 9

-10.3 25.4 33.4 12.3 35.5 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 Equations are taken from Table 3A-14, 4T, 4aT, ST, 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES DIAPHRAGM SLAB FIGURE JA-380 Rev. 12 9/04

DIAPHRAGM SLAB SECTION: 25 1

I Max.

I

_M_A_X_I_M_U_M __ R_F._,B_A_R __ S_T

__ R E_S_S_E_S~, __

K_S_I~(~l_)~(~3_;_)~-+-Concrete I

INNER OUTER

!Transverse Stress, Load Combination!--~-----~~--+-------.------,

Ties KS!

Equations (4)

Radial Hoop Ranial Hoop (2)(3) 1 I

3, 6 I

I 13.0 I 15.5 12.1 14.5 I I

0.66

-.157 28.0 23.5 30.6 9.9

-.336 26.7 12.9 4, 4a 4T, 4aT 5, Sa, 7, 7a

~:

1 1 :::~ 1::::

1::: I ~~~::

5 T, 5a T, 7 T,

31. R

41. 1 I 4 2

• 4 9

• 5 1

1

- 2

• 4 O l _____

1_a_T ______ __._ _____.__ __ _._~---~'--~-------__._------'

33.6

19. 3 NOTES:

(1)

Allowable Reinforcing Steel Stress = 54 KS!

(2)

Allowable Concrete Compressive Stress = 3.4 KS!

(3)

"+" for Tensile Stress~ "-" for Compressive Stress

( 4)

Load Combination Equations are taken from Table 3A-14, 4T, 4aT, ST, Sa~, 7T, 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

I BASE SLAB SECTION: 26 Max.

MAXIMUM REBAR STRESSES, KS! (1)(3)

Concrete INNER OUTER Transverse

Stabs, Load Combination Ties KS!

Equations ( 4 )

Radial Hoop Radial Hoop (2)(3) 1 3, 6 1.7

16. 6 S.93 6.22 S.29

-0.318 3.291 I

4, 4a 2.72 1.61 I 7.10 0.43

-0.213 4T, 4aT

-S.21

-S.63 lS.2 14.9 3.4 I

-1.21 S, Sa, 7, 7a 10.9 20.7 10.4 9.Sl 4.03 I

-0.443 ST, SaT, 7T,

-6.361 -4.9S

18. 4 17.3 3.12

-1.34 7aT I

I I

I I

I I

I NOTES:

(1)

Allowable Reinforcing Steel Stress = S4 KS!

(2)

Allowable Concrete Compressive Stress= 3.4 KS!

( 3)

"+" for Tensile Stress; "-" for Compressive Stress

( 4)

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

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

LIMERICK GENERATING STATION UNITS 1AND2 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, KS! (1)(3)

Concrete INNER OUTER Transverse Stress, Load Combination Ties KS!

Equations ( 4 )

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

I I

I 3, 6 2S.4 26.8 lS.S 6.43 24.7

-0.479 4, 4a 10.3

-0.431 11. l I 0.65 23.9

-0.309 4T, 4aT 22.4

-7.3

29. 8 13.3 33.l I -1.70 I

S, Sa, 7, 7a

39. 8 34.4

29. 3 13.9

41. 0

-0.540 ST, SaT, 7T, 30.0 20.2

29. 0 17.1 39.8

-1.79 7aT NOTES:

(1)

Allowable Reinforcing Steel Stress = S4 KS!

(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, ST, 5aT, 7T, 7aT include thermal components.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES BASE SLAB FIGURE 3A*383

BASE SLAB SECTION: 28 Max.

MAXIMUM REBAR STRESSES, KS! (1)(3)

Concrete INNER OUTER Transverse Stress, Load Combination Ties KS!

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

I I

I I

I 5, Sa, 7, 7a 42.1 I 21. 2

18. 2 116.1 I

25.2

-0.985 ST, 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 KS!

(3)

"+" for Tensile Stress: "-" for Compressive Stress

( 4)

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

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

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES BASE SLAB FIGURE 3A*384

BASE SLAB SECTION: 29 Max.

I MAXIMUM REBAR STRESSES, KS! (1)(3)

Concrete I INNER OUTER Transverse Stress, Load Combination Ties KS!

Equations ( 4 )

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

3, 6 12.7 I 15.6 9.01 8.52 11.1

-0.524 I

I 4, 4a 11.8 I q. I) 1

17. 3 7.951

11. 0

-0.243 4T, 4aT 9.32 -6.401 20.fi 12.6 12.0

-1. 23 S, Sa, 7, 7a

17. 7

18. 9

19. 0 13.3 18.S

-0.508 ST, SaT, 7T, 14.4

-6.22* 21. 5 16.l 18.9

-1.18 7aT NOTES:

(1)

Allowable Reinforcing Steel Stress = S4 KS!

(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, ST, SaT, 7T, 7aT include thermal components.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT STRESSES BASE SLAB FIGURE 3A-385

BASE SLAB SECTION: 30 Max.

MAXIMUM REBAR STRESSES, KS! (1)(3)

Concrete INNER OUTER Transverse

Stress, Load Combination Ties KS!

Equations ( 4 )

Radial Hoop Radial Hoop (2)(3) 1 3, 6 9.32 16.9 9.14 8.S4

7. ()

-0.414 4, 4a 29.9

33. E) 34.1 10.2 2S.6

-0.430 4T, 4aT 29.2 5.S 38.S 12.9 27.4

-0.902 s, Sa, 7, 7a 23.9 36.S 32.9 116.6

28. 4

-0.688 I ST, Sa%, 7T, 7aT 22.s

-6.36,36.5 119.6

28. 9 I

-0.91S I I NOTES: (1)

Allowable Reinforcing Steel Stress = S4 KS!

(2)

Allowable Concrete Compressive Stress = 3.4 KS!

(3)

"+" for Tensile Stress; "-" for Compressive Stress

( 4)

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

4T, 4aT, ST, SaT, 7T, 7aT include Thermal Components.

LIMERICK GENERATING STATION UNITS 1AND2 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)

MOOE 3 f=93 HZ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION CHAMBER COLUMNS MODE SHAPES FIGURE 3A-387

i5 c Oen ll m

Oc w

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)> :s:

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-:n z

SUPPRESSION CHAMBER COLUMNS I

MAXIMUM ALLOWABLE MAXIMUM jALLOWABLE COMBINED AXIAL STRESS AXIAL STRESS FLEXURAL

!FLEXURAL STRESS STRESS COLUMN (KS!)

(KS!)

STRESS (KS!) STRESS (KS!) RATIO MARGIN %

42" dia pipe (shell element)

11. 7 27.3 I

8.7

28. 0 0.74 26

!Top Anchorage 22.6 I

29. 9 I

I 0.76 I 24

!Bottom Anchorage I

10 NOTE:

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

c.,, c !t c

m 5:

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I I

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k ~ k>. '<1;". I I I

Moc:>&'l t-r.o H 2 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER MODE SHAPES, K = soktin FIGURE 3A-389

M~Pe 1 II.Cf H'Z LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER MODE SHAPES, K = 35ok11n f IGURE 3A-390

J--~-

1 k* 1~00. 'Y*"* I J

I LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER MODE SHAPES, K = 1 SOOOkJin FIGURE 3A-391

DOWNCOMER -

STRESS

SUMMARY

AND DESIGN MARGINS I

I I

I LOAD J ALLOWABLF, DESIGN I COMBINATION CONDITION I S'T1RESS I STRESS MARGIN I

(KS!)

I (KS!)

( % )

I I Equation l 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 Faul tea 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 I 56.8 I

NOTE:

Equation numbers are based on Tahle 3A-17.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER DESIGN MARGIN FIGURE 3A-392

i5 c:

~

w >

I w co w

cc om c: :e C5 en z z J:iiiO >

G'>O ~

mi: m

.,,m ~

):Iii :a a:

0.,, m

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c: 0 m~

c:

'V c !i m

c LOADS AT PLATFORM RING AT 24" x 24" VACUUM BREAKER TEE AT PIPE ATTACHMENT (1)

ELEV. 221'-0" USAGE FACTOR

SUMMARY

OF DOWNCOMERS NORMAL/UPSET CONDITION EMERGENCY/FAULTED CONDITIONS SBA IBAORSBA DBA

!. OBE

+

!:. SRV

!. SRV o PRESSURE o PRESSURE o PRESSURE SRV1 1

1 la.I

.:.!:. SRV1

!:. SRV2

.:!: SRV2 o THERMAL o THERMAL o THERMAL TRANSIENT TRANSIENT TRANSIENT

~o

+/-SRV2

!. CHUG oSTEAM FLOW oSTEAM FLOW oSTEAM FLOW j~

.:.!:. CHUG

.:.!:. CHUG

.+/-. CHUG

~

.:.!:. SRV1

.:!: SRV1

.+/-. SSE u

!:. SRV2

.:!: SRV2

+/-. SSE 0.001 0.800 0.116 0.080 0.003 o.*

0.002 0.194 0.160 0.151 o.ocn 0.51 0.001 0.545 0.078 0.071 0.003 0.70 (1) ORIGINAL LOCATION OF VACUUM BREAKER (ABANDONED)

NOBE NSRVl NSRV2 NcHUG NssE STRESS CYCLES FOR FATIGUE EVALUATION OF DOWNCOMERS LOAD TYPE NsRvl NsRv2 NOBE NcHUG NssE

= Cycles associated with

= Cycles associated with

= Cycles associated with

= Cycles associated with

= Cycles associated with No. OF CYCLES 14100 7700 so I

3000 I

I 10 I

QBE SRV1 (Submerged Structure Load)

SRV2 (Inertia)

Chugging SSE LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS'REPORT DESIGN' ASSESSMENT REPORT DOWNCOMER FATIGUE CYCLES FIGURE 3A-394

c:

s c

c

D

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(I)

-t c: 0 c;;

-t m~ :a 0

m.,,

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FATIGUE LOAD HISTOGRAM FOR DOWNCOMERS NORMAL/UPSET CONDITION EMERGENCY FAULTED I

I SBA IBA or SBA DBA

+ OBE I + SRV11 + SRV1

+ SRV11: Pressure I :

Pressure 0 Pressure Thermal Thermal 0 Thermal

+ SRV11 + SRV21 + SRV21 I

0 Transient I 0 Transient I 0

Transient Steam Flow Steam Flow Steam Flow

+ SRV21 + CHUGI I

I

+ CHUG I

+ CHUG I

+ CHUG I

I I

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+ SSE I

I I

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+ SRV2 I

I -

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

I I largest combined stress.

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

\\.

rso 0

o~nco*cr SR.v Line.

f r

10"* p;p~ or eauiv.

I ICc,6 pipe or £ctUi'1.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER BRACING MATHEMATICAL MODEL FIGURE 13A-396

DOWNCOMER BRACING SYSTEM -

STRESS

SUMMARY

BRACING MEMBER DESIGN MARGINS FOR CRITICAL MEMBERS 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) Equation number is hased on Table 3~15

( 2) Figure 3A-396 gives location reference LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER BRACING SYSTEM DESIGN MARGIN FIGURE 3A-397

LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE STEEL FRAMING PLAN EL. 313' FIGURE 3A-403

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1111 Ill LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE & CONTROL STRUCTURE E-W SHEAR FORCES (X103 KIPS)

DBE+LOCA+SRV (5% DAMPING)

FIGURE 3A-426

12 ~.,...__

9 0.94 11 1.61 10 2.32 9

(~

12.15 8

© 7 @

6 5

4 © 3

2.

© 1

3.78

,4.51 5.42 16.23 7.52 ja.43 9.82 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE & CONTROL STRUCTURE E-W OVERTURNING MOMENTS (X1a8K-FT)

OBE+SRV (2% DAMPING)

FIGURE 3A-427

12 1.62 11 2.79 10 4.03 9 ' (i) 1 4.78 8

© 6.57 7

I 7.87 6

9.47 5 ©

' 10.89 4

© 13.16 3

© 114.76 2

© 17.22 1. '..

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE & CONTROL STRUCTURE E-W OVERTURNING MOMENTS (X1a6K-FT)

DBE+LOCA+SRV (5% DAMPING)

FIGURE 3A-428

ELEMENT NUMBER I

1 2

3 4

5 6

I 7

8 9

10 11 12 13 14 15 NOTES:

REACTOR ENCLOSURE FLOOR SLABS ELEVATION SLAA GOVERNING REBAR~ L. J STRESS (FT)

THICKNESS EQUATION(!)

STRESS MARGIN (FT)

(KS!)

( ¥; )

201

1. 5 1

13.13 75.7 201 2.5 1

30.55 43.4 217

1. 5 7a 30.90 42.8 217

2. ()

7a 27.70 48.7 253

1. 2S I

7a

51. 2fi 5.1 253 I

2.0 1

20.40 I 62.2 283 I

1. 25 7a I

42.74 20.9 283 2.75 1

28.13 47.9 313

1. 75 1

30.52 43.5 313 2.0 7a 23.83 55.9 313 3.0 7a 28.16 47.9 333

1. 25 1

21. 22 60.7 333 1.67 1

15.47 71.4 352 2.0 7a 36.35 32.7 352 3.25 7a 11.18 79.3

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

Load Combination EQN 1

= 1.40 + l.7L + 1.5 SRV Load Combination EON 7a = I.OD + 1. OL + 1. 0 ESS

+ 1.0 SRV + 1. 0 LOCA

( 2 ) Allowable Reinforcing Steel Stress = 54 KS!

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE MARGINS FLOOR SLABS FIGURE 3A-429

ELEMENT NUMBER I I 16 I

17 I

18 I

19 20 I

21 22 23 24 I

25 26 27 28 29 NOTES:

REACTOR ENCLOSURE FLOOR STEEL BEAM(l)

ELEVATION GOVERNING BENDINGjSTRESS I

( 1 )

( 2 )

( 3 )

(FT)

STEEL SIZE EQUATION(2) STRESS MARGIN(3)

(KS!)

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.

283 W33 x lc;2 1

19. 27

19. 7 313 56" Girder 7

30.28 I 6.5 313 W36 x 300 7

29. 44 C}.l 331 W36 x 182 I 7

23.58 I 27.2 331 1w21 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 KS! and 32.4 KS!,

LIMERICK GENERATING STATION UNITS 1AND2 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

!Steel 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, Slee!

0.88 12 28 3 '-313' I 30.5 & E !Steel I

0.78 I

22 I

313'-333'

27. 5 & E Steel 0.97 3

313'-333' 30.5 & E Steel I

0.91 I

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 + E0

+ LOCA + SRV + PB LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE MARGINS SUPPORTING COLUMNS FIGURE 3A-431

I I

I WALL I

ELEVATION' (FT) 177 I 177 177 I

177 I

I 177 NOTES:

( 1)

( 2 )

( 3)

( 4 )

REACTOR ENCLOSURE SHEAR WALLS I

!COMBINED AXIAL

!SHEAR I

!GOVERNING I& BENDING STRESS STRESS MARK(l) EQUATION(2) MARGIN (%) (3)

WALL MARGIN

( % ) ( 4)

Line 14.1 7a 67 1

Line 31. 9 7a 67 1

D 7a I

48 12 Line 23 I

7a I

24 I

8 I

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 KS!

Steel Stress = 51 KS!

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE MARGINS SHEAR WALLS FIGURE 3A-432

CONTROL STRUCTURE FLOOR SLABS I

SLAB I

REBAR STRESS!

ELEMENT,ELEVATION THICKNESS I GOVERNING STREss(2) MARGIN' NUMBER (FT)

(FT)

EQUATION(!)

KS!

( % )

I I

30 200 I

1. 5 1

I 14.47 73.2 I 31 200 6.0 1

37.64 30.3 32 217 I

1. 25 1

I 14.15 I 73.8 I 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 I 48.4 36 269

1. 5 1

12.15 77.5 37 289

1. 5 1

I 10.26 I 81.0 38 304 1.0 1

22.95 57.5 I I

39 332 1.5 1

I 16.92 I 68.7 I

40 332 2.0 1

I 41.4 I 23.3 I 41 350

1. 5 1

16.65 I 69.2 NOTES:

( 1 )

Taken from Tahle 3A-14 as follows:

Load Combination EON 1 = 1.40 + l.7L + 1.5 SRV

( 2 )

Allowable Reinforcing Steel Stress = 54 KS!

LIMERICK GENERATING STATION UNITS 1AND2 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)

(KS!)

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. l 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 II Girder I 7

24.80 I 23.5 I

50 I

350 Wl8 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 EQN 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 KS! and 32.4 KS!, respectively.

LIMERICK GENERATING STATION UNITS 1AND2 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)

MARGIN ( % )(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

I 1

48 I

19 177 Line 19.4 I 7a 23 0

239 Line 19.4 1

3.4 I

24 I

177 Line 26.6 7a I

28 0

I NOTES: ( 1)

Figure 3A-398 gives location reference.

( 2)

Taken from Table 3A-14 as fol lows:

Load Combination EON 1 Load Combination EON 7a =

= l.4D + l.7L + 1.5 SRV I.OD+ l.nL + 1.0 E55

+ 1.0 SRV + 1.0 LOCA (3)

Allowable Reinforcing Steel Stress = 54 KS!

Allowable Concrete Compressive Stress = 2.8 KSI (4)

Allowable Reinforcing Steel Stress = 51 KS!

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE MARGINS SHEAR WALLS FIGURE 3A-435

ELE:MENT NUMBER I

51 I

I 52 53 54 I I 55 I

56 NOTES: ( 1)

( 2 )

( 3 )

CONTROL STRUCTURE STEEL PLATFORM (1)

ELE:VATION STEEL GOVERNING (FT)

GRADE EQUATION(2) 313 Wl0x21 2

313 Wl2x27 2

322 Wl2x27 2

340 W8x24 2

350 W8x24 2

350 Wl0x54 2

All beams are A-36 steel.

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

BENDING STRESS (KSI) 14.7 18.9 10.7 10.0 1 7. fi

10. fi Load Combination EQN 2 = D + L + To + SRV STRESS J MARGIN\\))

( % )

38.8

21. 3 55.4 58.3 26.7 55.8 LIMERICK GENERATING STATION UNITS 1AND2 I I I

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

2.730 I

~:_.nl'orrM.n e.;__ ?.1a'. 4 *

~:~. *O P'-A.iF. I 4!1* 113 1 i..-<l ""'"'*:"V

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE MONITORING SYSTEM SENSOR LOCATIONS FIGURE 3A-437

CONTAINMENT WALL ACTUAL &

MODELED COLUMN 5

°'

e

~ (DEGREES)

..J

~

a -

U1

• 0 a -

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT PLAN VIEW OF MESH SYSTEM MODELING OF SUPPRESSION POOL FOR SRV-H HIGH AND LOW REACTOR PRESSURE SLOWDOWN (WITH SPTMS SENSOR LOCATIONS)

FIGURE 3A-438

VIEW A-A OF FIGURE 3A-438

~7.~72

( 1 1 )

24.4'3i

( 1 ~)

"V NI TI AL t>QOL W~ JER

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21. 5'\\*~

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SECTION VIEW OF MESH SYSTEM MODELING OF SUPPRESSION POOL FOR SRV-H HIGH REACTOR PRESSURE BLOWDOWN (WITH SPTMS SENSOR LOCATIONS)

FIGURE 3A-439

VIEW A-A OF FIGURE 3A*438 26.042

( l l )

23.347

( 10) v I NI TI~ L POOL WATEI HEIGH 20.653

( 9) 17.958 CB J TE101 B TE103B TE101A TE103A e TE101 D TE1030 TE1 01 C TE103C e IS.264 TE101F TE103F TE101 E TE103E TE101H TE103H -- TE101G TE103G

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SECTION VIEW OF MESH SYSTEM MODELING OF SUPPRESSION POOL FOR SRV-H LOW REACTOR PRESSURE BLOWDOWN (WITH SPTMS SENSOR LOCATIONS)

FIGURE 3A-440

'. !(J ACTUAL &

MODELED COLUMtf

~*

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0

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LIMERICK GENERATING STATION UNITS 1AND2 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

VIEW A-A OF FIGURE 3A-441

~~. C*t:'

(1 ii

23. J.17 Cl~)

\\l I ~ITIAL Pl *OL WATH HEIGHT 20.'i'.;3 (9) 17.9~&

Co)

TE101B TE103B TE101A TE103A e TE1010 TE1030 TE101C TE103C

• TE101F TE103F TE101E TE103E 15-~54 TE101H TE103H -

TE101G TE103G-

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SECTION VIEW OF MESH SYSTEM MODELING OF SUPPRESSION POOL FOR SRV-L HIGH REACTOR BLOWDOWN (WITH SPTMS SENSOR LOCATIONS)

FIGURE 3A-442

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a C?

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0.,,

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LU co C?

LU-a::-

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z::::-

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C?.,,

0 -

0 C?

0 0 -

0 0

SENSOR o

TE-101 B A

TE-101 D

+

TE-101 F x

TE-101 H BULK POOL TEMPERATURE

Response

Time

~...... *--.---------------------...----------------...---------------------~-------

°b.oo 90.00 l80.00 270.00 360.00 450.00 540.00 630.00 720.00 810.00 900.00 TIME SEC LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT TEMPERATURE TIME HISTORIES OF COLUMN MOUNTED SPTMS SENSORS (TE-101 B, D, F & H) FOR SRV-H HIGH REACTOR PRESSURE BLOWDOWN FIGURE 3A-443

a

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SENSOR e>

TE-101 A TE-101 C

+

TE-101 E x

TE-101 G BULK POOL TEMPERATURE

Response

Time

~..........

~~~.---~~--,~~~.,-~~--.~~~.--~~----,r--~~-.-~~~.-~~-,

°b.oo 90.00 tao.oo 210.00 350.00 450.00 540.00 s30.oo 120.00 e10.oo 900.00 TIME SEC LIMERICK GENERATING STATION UNITS 1AND2 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 HIGH REACTOR PRESSURE BLOWDOWN FIGURE 3A-444

a

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Response

Time SENSOR TE-101 8 TE-101 D TE-101 F TE-101 H BULK POOL TEMPERATURE 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 1AND2 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

0 0.,,..,

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0

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SENSOR e>

TE-101 A A

TE-101 c

+

TE-101 E x

TE-101 G BULK POOL TEMPERATURE

Response

Time 60.00 l20.00 LB0.00 240.00 300.00 360.00 420.00 480.00 540.00 600.00 TIME SEC LIMERICK GENERATING STATION UNITS 1AND2 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*L HIGH REACTOR PRESSURE SLOWDOWN FIGURE 3A-446

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SENSOR TE-101 B TE-101 0

+

TE-101 F

)(

TE-101 H BULK POOL TEMPERATURE

1. ENLARGED SCALE

2. ELEVATED POOL TEMPERATURE REFLECTS AHR SYSTEM INOPERATION

Response

Time CJ)e-4~~;...._,~~~--~~~---~~---~~~--~~~---~~---..~~~--~~~~~~--.

... o.oo le.oo 36.oo s,.oo 12.00 90.00 l9e.oo 126.oo l*oo 162.00 leo.oo TIME SEC

• 10 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT TEMPERATURE TIME HISTORIES OF COLUMN MOUNTED SPTMS SENSORS (TE-101 8, D, F & H) FOR SRV-H LOW REACTOR PRESSURE SLOWDOWN FIGURE 3A-447

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CD 0

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lL~

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l&.JO Q::N a:o a::::o UJ.

(L~

Z:::N UJ Rt!sponse g Time 0

N 0

0 0

0 N

0 0

f:iQlli SENSOR TE-101 A TE-101 C

+

TE-101 E

)(

TE-101 G BULK POOL TEMPERATURE

1. ENLARGED SCALE

2. ELEVATED POOL TEMPERATURE REFLECTS RHR SYSTEM INOPERATION 18.00 36.00 s*.oo 12.00 90.00 lq8.oo 126.00 1'4.oo 162.00 180.00 TIME SEC

• 10 LIMERICK GENERATING STATION UNITS 1AND2 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

0 0

In 0

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0 0

0 lL~

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U>

w-a:::-

=:J t-a:a a:::o w*

a..~

2=-

w 0

0 In 0...

Response

g Time 0

0 OVERALL AVERAGE TEMP.

BULK POOL TEMPERATURE 90.00 ieo.oo 210.00 350.00

• o.oo s*o.oo 630.00 120.00 eto.oo 900.00 TIME SEC LIMERICK GENERATING STATION UNITS 1AND2 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 BLOWDOWN FIGURE 3A-449

0 C?.,,

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LL_

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE TRANSIENT CASE 1.a FIGURE 3A-452 Rev. 5, 4/96

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DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE TRANSIENT CASE 1.b FIGURE 3A-453 Rev.5, 4/96

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE TRANSIENT CASE 2.a FIGURE 3A*454 Rev.5, 4/96

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE TRANSIENT CASE 3.a FIGURE 3A-456 Rev.s, 4/96

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION POOL TEMPERATURE TRANSIENT CASE 3.b FIGURE 3A-457 Rev.5, 4/96

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCAL-TO-BULK TEMPERATURE DIFFERENCE (AT)

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TIME t1S10RY PLOT Of LOCAL TEMPERATURE NOTES

1. ENLARGED SCALE

2. ELEVATED POOL TEMPERATURE REFLECTS AHR SYSTEM INOPERATION LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCAL* TO-BULK TEMPERATURE DIFFERENCE (4n TRACE FOR SRV*HBLOWDOWN UNDER Low: REACTOR PRESSURE FIGURE 3A-460

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCATION OF CAPPED DOWNCOMERS WITH VACUUM BREAKERS FIGURE 3A-461

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