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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-276.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT ELEVATION VIEW FIGURE 3.8-1
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THIS UFSAR FIGURE IS PROVIDED TO DELINEATE THE PRIMARY (TYPICAL) STRUCTURAL CONCEPTS, ARRANGEMENTS, AND ELEMENTS RELIED UPON TO PERFORM THE SAFETY RELATED FUNCTIONS OF THE SUBJECT STRUCTURES. FOR DETAIL DESIGN FEATURES, DIMENSIONS AND AS-BUILT CONDITION OF THESE STRUCTURES, SEE DESIGN DRAWING #8031-C-270.
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For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-926 for Unit 1, and 8031-C-927 for Unit 2.
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For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): S031-C-92S for Unit 1 and S031-C-929 for Unit 2.
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8031-C-930 for Unit 1, and 8031-C-931 for Unit 2.
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT PLAN VIEW AT ELEV. 286'-1" FIGURE 3.8-6
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform th~ safe~y related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-934 for Unit 1, and 8031-C-935 for Unit 2.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT PLAN VIEW AT ELEV. 295'*11" FIGURE 3.8-7
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8031-C-934 for Unit 1, and 8031-C-935 for Unit 2.
SECTION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT PLAN VIEW AT ELEV. 303'-6" FIGURE 3.8-8.
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8031-C-284.
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S031-C-24S.
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8031-C-249, LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BASE FOUNDATION SLAB REINFORCEMENT (SHEET 2 OF 2)
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8031-C-281.
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8031-C-300.
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8031-C-250.
3 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMENT (SHEET 1 OF 5)
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as*built condition of the structures, see design drawing number(s):
8031*C*251 for Unit 1, and 8031*C*265 for Unit 2.
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NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail deSign features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-2S2 for Unit 1 and 8031-C-266 for Unit 2.
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMNT (SHEET 3 OF 5)
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NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensio~s, and as-built condition of the structures, see design drawing number(s):
8031-C-254 for Unit 1, and 8031-C*268 for Unit ~.
7 6
5 4
3 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMENT (SHEET 4 OF 5)
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-253 for Unit 1, and 8031-C-267 for Unit 2.
3 I
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMENT (SHEET 5 OF 5)
FIGURE 3.8-15 2
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NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-866.
5 NOTE: D/AII. ~R.5('A~1l.#7)
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3 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 1 OF 17)
FIGURE 3.8-16 2
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-850 for Unit 1 and 8031-C-980 for Unit 2.
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 2 OF 17)
FIGURE 3.8-16 2
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F E
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NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
S031-C-S51 for Unit 1, and S031-C-9S1 for Unit 2.
B 7
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 3 OF 17)
FIGURE 3.8-16 2
H G
F E
o C
B A
NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number{s):
8031-C-8S2 for Unit 1, and 8031-C-982 for Unit 2.
8 7
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRVWELL WALL REINFORCEMENT (SHEET., OF 17)
FIGURE 3.8-16 2
H G
F E
D c
B A
NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): a031-C-853 for Unit 1 and a031-C-983 for Unit 2.
8 7
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 5 OF 17)
FIGURE 3.8-16 2
H G
F E
o c
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8 7
DRYWELL WALL ELEVATION LAYER No.3 (0°- 180*)
NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-854 for Unit 1 and 8031-C-984 for Unit 2.
6 5
VIEW fROM OvrSIDE 4
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FIGURE 3.8-16 2
H G
F E
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B A
8 7
3tJ$
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VIEW FROM OUTSIDE NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-855 for Unit 1 and 8031-C-985 for Unit 2.
6 5
4 TRAN3ITIONAL BEND LIN£ eL.. 2.15'-2~*
3 KEY PLAN NOTES*
I FOR GENERAL NOTES
- REFERENCE DWGS.
SEE DW(j C-247.
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- 3.,t:OIf TYPICtJL ~NeT"ATION LAYOUT, 5~l!
DETAIL 2, DWG c-251.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 7 OF 17)
FIGURE 3.8-16 2
H G
F E
D C
B A
8 NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-856 for Unit 1 and 8031-C-986 for Unit 2.
7 6
tel' DRYWELL WALL ELEVATION
'AY£I<' No.4 (0"-180*)
VIEW FROM OVTSID£ 5
4 3
KEY Pl"N
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 8 OF 17)
FIGURE 3.8-16 2
1
H G
F E
D c
B A
S NOTE:
This UFSAR figure is provided to delineate the primary. (typical) structural concepts, arrangements, and elements reiled upon to perform the safety related function.s of the subject.strucl!J~es.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): S031-C-S57 for Unit 1 and S031-C-9S7 for Unit 2.
7 6
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VIEW FROM OUTSIDE 5
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DING c* 2$1 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 9 OF 17)
FIGURE 3.8-16 2
A NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements. and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031*C-858 for Unit 1 and 8031-C-988 for Unit 2.
8 7
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 10 OF 17)
FIGURE 3.8-16 2
H G
F E
o c
B A
NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-859 for Unit 1 and 8031-C-989 for Unit 2:
8 7
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 11 OF 17)
FIGURE 3.8-16 2
H G
F E
o c
B A
8 NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject.structu!~s.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-860 for Unit 1 and 8031-C-990 for Unit 2.
7 6
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 12 OF 17)
FIGURE 3.8-16 2
H G
F E
o c
B A
8 NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-861 for Unit 1 and 8031-C-991 for Unit 2.
7 6
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FIGURE 3.8-16 2
H G
F E
D c
B A
8 NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-8S2 for Unit 1 and 8031-C-992 for Unit 2.
7 6
DRyweLL. WAL~ £L£. VA TION rOO-I J
LAYER No.7 VIEW f(Z()M oJT5\\DE 5
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 14 OF 17)
FIGURE 3.8-16 2
H G
F E
D c
B A
8 NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-863 for Unit 1 and 8031-C-993 for Unit 2.
7 6
QRYW44L WALL,""VAT/ON
(,80" - 3"'" )
LAYER No.1 VIEW FROM oun;I~E 5
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FIGURE 3.8-16 2
H G
F E
o c
B A
NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-864 for Unit 1 and 8031-C-994 for Unit 2.
8 7
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 16 OF 17)
FIGURE 3.8*16 2
H G
F E
o c
B A
NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-865 for Unit 1 and 8031-C-995 for Unit 2.
8 7
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This UFSARfigure is provided to delineate the primary (typical) structural concepts, arrangements, and erements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-282.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL LINER PLATE AND ANCHORAGES FIGURE 3.8-17 2
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and efements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-285.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL LINER PLATE AND ANCHORAGES FIGURE 3.8-18 2
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-253.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMENT DETAIL AT TYPICAL PENETRATION FIGURE"".
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-866.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT DETAIL AT TYPICAL PENETRATION FIGURE 3.&-20
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8031-C-287.
N FLOOR It EL.,253'- 0" LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 1 OF 8)
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For detail deSign features, dimenSions, and as-built condition of the structures, see design drawing number(s): 8031-C-287.
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-287.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 4 OF 8)
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This UFSAR figure is provided to delineate the primary (typical) structural. con~epts, arrange":lents,.and elements r~lied u~n to perform the safety related functions of the subject structures. For detail deSign features, dimenSions, and as-built condition of the structures, see design drawing number(s): 8031-C-283.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 6 OF 8)
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-283.
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H t/J PIPE LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 8 OF 8)
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 803i-C-286.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM SEAT EMBEDMENT FIGURE 3.8-24
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-289.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE WHIP RESTRAINT EMBEDMENT FIGURE 3.8-25
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BASE FOUNDATION SLAB ANALYTICAL MODEL FIGURE 3.8-29
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LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT EQUIPMENT HATCH FIGURE 3.8*32
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PLAr;:ORM I{i' EL 253'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT EQUIPMENT HATCH WITH PERSONNEL LOCK FIGURE 3.8-33
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8031-C-260.
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8031-C-261.
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S031-C-25S.
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8031-C-101 and -102.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE FOUNDATION DETAILS FIGURE 3.8-60
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8031-C-1132.
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8031-C-1133.
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8031-C-40.
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8031-C-43.
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DIESEL OIL STORAGE TANK STRUCTURES This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-buill condition of the structures, see design drawing number(s): 8031-C-l063 and-l064.
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MISCELLANEOUS STRUCTURES FOUNDATION DETAI LS
{SHEET 4 OF 5}
FIGURE 3.8-64
NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-1064.
I*
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~
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TYPo TANI( AiJCIKXi.AGE. m &\\SE ~A~
DETAIL @
DIESEL OIL STORAGE TANK STRUCTURES LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MISCELLANEOUS STRUCTURES FOUNDATION DETAILS (SHEET 5 OF 5)
FIGURE 3.8-64
z
~16
~15
~14 13
~12
-~ 10 9
15 e 60" = 900" 5
4 3
2
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT THIN SHELL CYLINDER MODEL (ASHSD PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-65
1 T 16 1 1 e
e ~
p
,15 14,
13 112 I
111 I
LENGTH (IN)
TO
(
18 I
17 I
I 16 I
5 14 ElEMENT~
I NUMBER f0 13 0 ~
~
~ (0 ~
~
R Z RADIUS (IN)
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT AXISYMMETRIC SOLID CYLINDER MODEL (ASHSD PROGRAM.
SAMPLE PROBLEM A)
FIGURE 3.8-61
LENGTH'"' 1200" l
1 z
-+--R INTERNAL PRESSURE -P T=15()OF DIAMETER = 1200" LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CYLINDER MODEL (ASHSD PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8-67
HEIGHT(lN) z 600 26 ENDOF/
I 25 24 CYLINDER 23 6.. 15" = 90" 22 21 20 I
~19 18 17
~16 15 THIN SHELL-14 ELEMENTS
-~13 15 @ 30" = 450"
~12 11 10 9
8 7
6 5
V I
4 CENTEROF~
3 4 @ 15" = 60" CYLINDER 2
~
~1 RADIUS R 600" 1
~
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL (ASHSD PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8-68
AXIAL MOMENT (LB/IN) 0.4.....-_r------,,.-_r---.--.--.--.--.--.-------.,,
0.2 t---t-----,C ___ *~~:____-t_-___t_--r----t--___t-___1
/--
~r--.,--
O~yv~~~~~~~~~
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~.4 I
~.6 I
~.8 V
-1.0 -t----t---+------1r---t----t---+---+---+---t----I c
-1.2 i----I---........ ---t---+------1----+----I_--+---~---'
1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 o
NORMALIZED LENGTH o =ASHSD
= REFERENCE 3.8-4 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8-69
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i LENGTH'" 60" I
I J\\
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l 1
DIAMETER* 120"
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LIMERICK GENERATING STATION UNITS 1 AND 2 l
UPDATED FINAL SAFETY ANALYSIS REPORT CYLINDER MODEL (ASHSD PROGRAM, SAMPLE PROBLEM C)
FIGURE ~le
Z 27 I
J 26 25 24 6@ 1.5" = 9" 23
.. 22
.. 21 7
20 19 18 17
-*16 15 14 14 @ 3" - 42" 13 12 11 10 9
8 7
+6 5
4 6 til 1.5" = 9" 3
- 2 1
II R
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL (ASHSD PROGRAM, SAMPLE PROBLEM C)
FIGURE 3.8-71
~.2~--+---~---r---+--~----~--~--4---~--~
1.0 0.8 0.6 0.4 0.2 o
~.2 o
0.1 0:2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
~
Mx I
M;;"
\\~
N=2
~/
~
'A "
~
w
/ 1\\
T I \\ \\ ~
/
V, 1,
./ /
~
Z/L o
0.1 0.2 0.3 0.4 0.6 0.6 0.7 0.8 0.9 1.0 o
ASHSO (RADIAL DISPLACEMENT WI A
ASHSD (LONGITUDINAL MOMENT Mxl REFERENCE 3.8-5 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM C)
(SHEET 1 OF 2)
FIGURE 3.1-72
1.0.--....--...,....-...,....-....,...-~-"""'T""-"""'T'"-~---,-~
\\ ~
~'
~ J
~.2 __ -~-+--+--+--~-~-~-_+-_+-~
o 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.8 1.0 1.0 _--r----r----r---....--"""T'"""-"""'T"""-~-"""'T'"----r-_
0.8 *--+-----+---:-IAx~-+-- -
-~ -
-~ ~---- i----+-----+---H r--+---+ MO N-lO 0.6 ++-+---+---+---+---+---+---+--+-----i--+-i 0.4 +--4~+--- +---+---+---+---+---+---+---+--t---i
~.2 ~-~-~-+--+--4--~-~--+--+-~
o 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 o
ASHSO (RADIAL DISPLACEMENT W) 6 ASHSO (LONGITUDINAL MOMENT lAx)
REFERENCE 3.8-5 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM C)
(SHEET 2 OF 2)
FIGURE 3.8-72
T 40" 42" 1
I I
- ____ +1.0IN_2_
I I
~,r'~
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MIW'OftCED CQlCMTE __
fCECNt.......,
fiGURE....
2" 6T-1000F THERMAL GRADIENT REINFORCED CONCRETE BEAM CECAP CONCRETE ELEMENT MODEL IN-LIS (UNCRACKED)
IN r
1" LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM A~
FIGURE 3_8-74
r t", 42" As=1.0 IN2 1.-+.
f-b=12"-I T BEAM CROSS - SECTION
/1 INITIAL THERMAL STRESS DISTRIBUTION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION AND THERMAL STRESS DISTRIBUTION (CECAP PROGRAM,sAMPLE PROBLEM A)
FIGURE 3."75
I
~
FINAL CRACKED NEUTRAL AXIS I
f-I LI Jd
~ ~~ -i-IN~;IAL REFERENCE AXIS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT STRESS DIAGRAM (CECAP PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8*76
3,175,200 IN-LBS REINFORCED CONCRETE BEAM CECAP CONCRETE ELEMENT MODEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.~77
T AS.1.0 IN2 t.... 2" 1.- -.l 2"
r-.... 12"~ T BEAM CROSS* SECTION
\\---fc -t T
C
--~~---N.A.
Ir.tI ;r l
1 rZZZI/llZ/Zllla T
nAS STRESS BLOCK TRANSFORMED SECTION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION, STRESS BLOCK, AND TRANSFORMED SECTION iCECAP PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8-78
3,176,200 IN*LB 1o-.--101K REINFORCED CONCRETE BEAM 8417 LB/IN 284,800 IN*LI/IN CECAP CONCRETE ELEMENT MODEL LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM C)
FIGURE 3.8-71
t 2
2 BEAM CROSS-SECTION
- T STRESS BLOCK LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION AND STRESS BLOCK (CECAP PROGRAM, SAMPLE PROBLEM C)
FIGURE 3.1-10
~I------------------------------~I-------
z I 20"
- b. 40" -r-111"'rn~9~11:"'1 "T"""_1:.;1.:.3 __,..-__ --~11~16~1.:..;1~1--...... __ --... 1--(;~P""Illl-~ _
X 100 v:..:J I~ 110 20"
~y I~)
34
~
23 1J~V 10 1 J
.*10" I@
~
I@
-1 LIMERICK GENERATING STATION UNITS' AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLATE GEOMETRY,~LOADING, AND FINITE ELEMENT MESH (CE888 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3....,
I I I I I I I I I I I
°EI I I x
zl i
I 11110\\
'IXIO x
T I@ 121 11 100.1' 110 10
- 10
~Y SIMPLY IUPPOATED SUPPORTED
,. 11" 34 - ~
33 iI1r
~
12
~
k§)
22 I
11
_L..-
1 FAEE J
111"
+
15"
- 1
- 3~
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLATE GEOMETRY, LOADING, AND FINITE ELEMENT MESH CE668 PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8-82
I 2.750"
+-
2.000" I
1
~
0.083" V 36-1" BOL TS
~
I--- 39.125" tP 0.500" 1.r:.
j
{
37.000" tP j
fo-32.000" q,---f j
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT WELDING NECK FLANGE DETAIL (E0119 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-83
f to.
875"1
(
2.500" t-l 1.125" 1-I 2.125" I
1,
33.250'"
J O.083"-U /
38.250'" ---I 40 -1" BOLTS 40.375"
- S LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SLIP-ON FLANGE DETAIL (E0119 PROGRAM, SAMPLE 4
PROBLEM B)
FIGURE 3.""
lAXIS
t (SEE fiG. 3.8-87
.... 13" TOa-HE.. E 1.32" 27.1" 1-1.13" ELLIPSOID
...... --A-DI2-11.1r--e4 LIMERICK GENERATING STATION UNITS 1 AND 2
---~---.
UPDATED FINAL SAFETY ANALYSIS REPORT GEOMETRY Of ELL"""AL AND TORalPHERICAL HEADS (E0781 PROGRAM, SAMPf..E PROBLEMA)
FIGUREU.
..- W - O.oeee" N, -10,011 LI/IN.
j START M'-N-O r
- --f TORISPHERE I
I CYLINDER ct.
I ELLIPSOID
'--12,188 LI/IN. +
END a-N-~-O LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT ANAL YTICAL MODEL WITH BOUNDARY CONDITIONS (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.....
HOOP FORCE, HI, (KIPS/IN.)
15.0 10.0 5.0
-15.0
-10.0 LONGITUDINAL MOMENT,M;,
(KIP-IN.lIN.)
0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.6
--- TORISPHERE ELLIItSOID
- (DEGREES)-
KNUCKLE REGION CYLINDER LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY.ANALYSIS REPORT PLOTS OF HOOP FORCE (N6 )AND LONGITUDINAL MOMENT(M.)
(E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.... 7
(VI' I x U,.3 ('III
_.GO 40 **
20.00 0.0
- 20.00
'ROGRAM E0781 OUll'UT EXftERIMENTAL HEAD RESULTS
-40.00
"'.00 '----..,....----r----.,,.....--"'I""""....... ~------__
20 eo 10 10
- DEGREES, ELLIIISOID 0.5 Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE HOOP(')
DIRECTION ON THE INSIDE SURFACE (9-OO)(E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3......
(V", x 10.3 CPS!)
-40.00
-10.00 PROGRAM E0781 OUTPUT EXPERIMENTAL HEAD RESULTS
- 1~.00~----~------__ ----__ ----~ ____ --------------___
20 40 80 80
- DEGREES, ELLIPSOID 1 0.5 Y IL, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE HOOPe.,
DIRECTION ON THE OUTSIDE SURFACE(,-00) (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE aa...
70.00 10.00 30.00 10.00 PROGRAM E07l1 OUTPUT EXPERIMENTAL HEAD RESULTS
-"10.00 ---"""T"---r---..,---.....,.-"""T"-------~
20 10
_, DEGREES, ELLIPSOID 80 110 0.5 Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE LONGITUDINAL(;) DIRECtiON ON THE INSIDE SURFACE (8-00) (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-80
10.00 40.00 20.00 0.0
",OGRAM E07I1 OUl"PUT EXPERIMENTAL HEAD RESULTS
-~;oo ~----,-----~------~----~~~----------__ ~
20 40 80
- DEGREES, ELLIPSOID 80 80 0.5 YIL, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE LONGITUDINAL(;)DIRECTION ON THE OUTSIDE SURFACE (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-81
ME..... ANE ST.. ESS
(".. -.......,0.3 ao 30.00 20.0 10.0 PROGRAM E07110UTPUT EXItERIMENTAL HEAD RESULTS 0.0.... ---..---...._--__ --__.-_-------_
10
- DEG.. EES, ELLIPSOID 10 I 0.5 Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF MEMBRANCE STRESS(,-ott)
(E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE* a.a.aa
THICKNESS, INCHES 0.40 0.35 0.20 20 30 40 50 80 MEASURED DATA ASSUMED VARIATION 70 80 10 COORDINATE,., DEGREES LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT THICKNESS VARIATION IN EXPERIMENTAL HEAD NO.1 (E0781 PROGRAM, SAMPLE PROBLEM A)
F IGUR E 3.8-13
THICKNESS, INCHES
.40
.31
.30
~
L WELD LOCATION
.21
.20 o
5 10 15 MEASURED DATA ASSUMED VARIATION 20 25 30 COORDINATE, Z, INCHES LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT THICKNESS VARIATION IN CYLINDER NO.1 (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-84
144" Z AXIS
~+--- r.. 108" LIMERICK GENERATING STATION UNITS' ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT GEOMETRY OF CYLINDRICAL WATER TANK (E0781 PROGRAM, SAMPLE PROBLEM B)
F IGUR E 3.8-16
P=1T"
-A T
20"
/,"REINFORCING STEEL 1
Ir+
lS"
_A IS"1 72" I-12" -t 72" 1
r'
'12 M
P/2 r ~.EINFO.CING STEEL.
20" AREA* 1.58 IN2 L
-J..
T CAOIS-SECTION A-A LIMERICK GENERATING STATION UNITS' AND Z UPDATED FINAL SAFETY ANALYSIS REPORT EXPERIMENTAL BEAM GEOMETRY (FINEL PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-88
/
r.-
REINFORCING STEEL--....
LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MESH USED IN REFERENCE 3.8-14 (FINEL PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-17
- 2 24 Je H
12 10 **
I U
92 no 116 124 132 110 148
~ ~ @)
@) 8 1
'4~
~
I IS I I@ @
(73)
Q~
C~ ~~ @
{1~
~2y
~.. I@) l~
1 13 25
~
REINFORCING STEEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MESH USED IN PROGRAM VERI FICATION (FINEL PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-88
FINEL. 8.7 kips REF. 3.8*14 -
8.0 KIPS INO CRACKING IN FINEL IELOW 1.7 KIPS)
FINEL AND REF. 3.8*14 -
20.0 KIPS'
--- BOUNDARY OF CRACKED REGION, REF. 3.8*14,
~
CRACKED REGION, FINEL LI_RICK GENERATING ITATION UNIT. 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONS OF CRACKING FROM REFERENCE 3.8-14 AND FINEL ANALYSIS (FINEL PROGRAM, SAMPLE PROBLEM A)
(SHEET 1 OF 2)
FIGURE 3.* -11
FINEL AND REF. 3.8 28.0 KIPS FINEL AND REF. 3.8 31.2 KIPS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONS Of CJIIACKINO FROM REFERENCE 3."'4 AND FINIL ANAL VSIS (FtNIL PROGRAM, SAMPLE PROBLEMA)
(IH£IT 2 011 2)
FIGURE 3....
, ~KIPSt 30 20 1
...... ur. 3.8 -13 (IXPIIlIMlNTAL)
-- ur. 3.8-14 (AMALYTlCAL)
-FINEL I
I I
REINFORCING I
STEEL YIELDED I
I I..
I. **
r-.~**
I I..
O~-------r--------,-------~~------~---------r-
.1
.2
.3
.4
.1 DISPLACEMENT UNDER LOAD UNCHESt LIMERICK GENERATING ITATION UNIT" ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT LOAD.oEFLECTION CURVES FROM REFERENCE 3."'3, REFERENCE 3."'4, AND FINIL ANAL VIIS (FtnL PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.1-'00
Z.FT 2
4 8
20 22
_-...=
........ (1') ~
~
p -
'.0 KSF I-I'V.-
~
o '--__
A, -----........ -..... '....... ""'3....... S..... L--'-....&......... ---..Io.-....... -'.&.g-2L.'--- R. FT INNER RADIUS - * -l1li.0 FT---l OUTER RADIUS -
b - ** 75 FT ---..
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL FOR HOLLOW CYLINDER WITH DISTRIBUTED PRESSURE LOADING (FINEL
. PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8*101
l,FT 1.0 2
6 8
20 22
°o~
1 INNER RADIUS-* -66.0 FT-1 R,FT 357 19 21 OUTER RADIUS=lI z 68.75 FT----4 LIMERICK GENERATING ITATION UNITl1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL FOR HOLLOW CYLINDER WITH LINEAR TEMPERATURE GRADIENT (FINEL
.PROGRAM. SAMPLE PROBLEM C) fiGURE 3.8*102
,TA=1250 F 100 TR*EF=1000F~ _
50 o~------~ ~--------~R~=-.----------------------~R~=~b------aA.FT LIMERICK GENERATING ITATION UNITS' MOl UPDATED FINAL SAFETY ANALYSIS REPORT TEMPERATURE GRADIENT THROUGH WALL OF HOLLOW CYLINDER (FINEL PROGRAM, SAMPLE PROBLEM C)
FIGURE 3.... '03
10"
~-------10" ________ ;t 1 t - 1OQOF o
PERFECTLY INSULATED LIMERICK GENERATING ITATION UNIT. 1 AND!
UPDATED FINAL SAFETY ANALYSIS REPORT TEMPERATURE CONDITIONS AND ARRANGEMENT OF SQUARE PLATE (ME620 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-104
10" 8"
8" 4"
2" o
2" NODE NO.
28 4"
INCHES ELEMENT NO.
8" 8"
10" LIMERICK GENERATING ITATION UNIT.' ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL OF SQUARE PLATE (ME620 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-106
TE..... ATURIAT POINT AI'"
... 'r',.....-- SOLUTION BY ME 820 o
THEORETICAL SOLUTION --.....
F ROM REF 3.& 19 10 20 30 40 eo 70 80 sao 100 TIME (SECONDS)
LIMERICK GENERATING ITATION UNITS' ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TEMPERATURE TRANSIENTS FROM ME620 AND REFERENCE 3.8-19 (ME620 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-108
/'
I
(
"'" \\
)
I
/
LIMERICK GENERATING ITATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SIZE AND TEMPERATURE CONDITIONS OF SOUD STEEL SPHERE (MEI2O PROGRAM, SAMPLE PROBLEM B)
FIGURE 3."'07
y
.1000"
.1 "
.2"
.2975"
.3950"
.4925" 14
. 59(M)"
~
2 20 X
LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL OF SOLID STEEL SPHERE (ME620 PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8*108
II..
0 w
II:
- J I-<<
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w Q.
~
w I-1011 ID ID MEM3 40 000000 REF 3.8*13 20 oL-______ L_ __
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______ L_ ____
~~
__ i__J __ L_ ____
~~
____ _J __
~L_
~
10 3D 40 50 1011 20D 3DD 4011 5011 100II 200II 3DDD TIME (SECONDS)
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT TEMPERATURE RESPONSE OF A SAMPLE PIPE FIGURE 3.9-1
SO.
U1 a...
- 30.
w U
Z W a:
w u..
u..
Cl
- 10.
w a:
=:l U1 U1 W
a:
a...
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- 2.
TIME AFTER LIMERICI\\
I SHRI]UD SUPPClH 2 C!lRE PLATE J SHRI]UD HEAD
- UPPER SHR!lUD
, SHRD HO TrJ H r LVL IAR
-L..
...:..!.L
- 4.
- 6.
- 8.
BREAK. SECONDS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT PRESSURE DIFFERENTIALS FOLLOWING A STREAMLINE BREAK (SHEET 1 OF 2)
F IGUR E 3.9-2 Rev. 5. 4/96
(j) 0-w u z w
a:
LLI LL LL 0
W a:
- J (j)
(j)
W a:
0-LIMLRICK 20.~-----+-------t---:------j. RVG CHANNEL -~~
L BOTTOM 2
TCIP GUIDE
- 10.
- o.
-10. o.
- 2.
TIME RFTER
~IOT CHANNEL I~.L BOTTOM
.~
-L
__..::!L
- 4.
- 6.
- 8.
BRERK-SEC LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT PRESSURE DIFFERENTIALS FOLLOWING A STREAMUNE BREAK (SHEET 2 OF 2)
FIGURE 3.9-2 Rev. 5, 4/96
U
~ -
1::
(.J 0
...J W >
C
...J LL IV Co W
a::
~
w a::
a..
~
w
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0 LL
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1800 1600 1400 1200 1000 800 600 400 200 0
400 300 200 100 o
30,000 20,000 10,000 o ~..
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REACTOR VESSEL "EAD--------~~
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COITIIOl ROO DRlYE IIOI/SIIIC I--+ii-+-------- JET PIlI' THROAT 1oH_-r:--+ _____ IlECillCUUnoR lATER INlET' ROmE RISER PIPE 1I-----RECIIlCULATIIIC lATER OUTLET IIOZZLE llEACTIIII 'l£SS£L
- -+-----:1110l1li U"POIIT U'Wtt--f---- JET PIlI' IELLOIS SEAL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL CUTAWAY FIGURE 3.9-4 Rev 08 lV98
CORE SHROUD DOWNCOMER FLOW SUCTION CHAMBER THROAT (MIXING SECTION)
FROM RECIRCULATION ~
PUMP
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REACTOR CORE SPRAY COOLING SPARGERS REACTOR PRIMARY VESSEL FLOODABLE VOLUME TO RECIRCULATION PUMP LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR INTERNALS FLOW PATHS FIGURE 3.9-&
FUEL ASSEMBL Y PERIPHERAL FUEL SUPPORT (NON-REMOVABLE)
ORIFICE GUIDE CORE PLATE ASSEMBL Y ORIFICED FUEL SUPPORT (ONE ORIFICE SHOWN)
ORIFICE SPRING ORIFICE FUE L ASSEMBLY COOLANT FLOW PERIPHERAL FUEL SUPPORT ORIFICED FUEL SUPPORT GUIDE TUBE AND FUEL SUPPORT ALIGNMENT PIN CORE PLATE ORIFICE (1 of 4)
COOLANT FLOW CONTROL ROD GUIDE TUBE CENTER LINE OF FUEL SUPPORT LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FUEL SUPPORT PIECES FIGURE 3.N
HOLD-DOWN CLAMP DRIVE NOZZLE THROAT INLET OUTLET '---_
SUCTION INL.ET INLET RISER PIPE DIFFUSER LIMERICK GENERATING STATION UNITS 1 & 2 UPDATED FINAL SAFETY ANALYSIS REPORT JET PUMP FIGURE 3.9-7 Rev. 10 10/00
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B31.1 CODE FOR NON*NUCLEA R PIPING SYSTEMS.
SNUBBERS AND COMPENSATING STRUTS ARE CONSTRUCTED TO THE REOUIREMENTS OF ASME SECTION III, SUBSECTION NF NOTE 1: EXAMINATION OF FULL PENETRATION WELDS ON ALL PRIMARY MEMBERS (WHETHER B31.1, B31.7 OR AISC) 0 F NUCLEAR CLASS 1. PIPE SUPPORTS SHALL BE EXAMINED ONCE BY MT OR PT AND VISUALL Y EXAMINED THEREAFTER AS PART OF THE lSI PROGRAM, IN ACCORDANCE WITH ASME SECTION XI.
NOTE 2: FOR NUCLEAR CLASS 1 PIPE SUPPORTS. ALL WELDS, OTHER THAN FULL PENETRATION WELDS, INCLUDING THOSE WITHIN AISC JURISDICTIONAL BOUNDARIES, SHALL BE VISUALLY EXAMINED AS PART 0 F THE 151 PROGRAM, IN ACCORDANCE WITH ASME SECTION XI.
NOTE 3: FOR NUCLEAR CLASS 2 AND 3 PIPE SUPPORTS, ALL WELDS, INCLUDING THOSE WITHIN AISC JURISDICTIONAL BOUNDARIES, SHALL BE VISUALLY EXAMINED AS PART OF THE 151 PROG RAM, IN ACCORDANCE WITH ASME SECTION XI.
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B INDICATES DIMENSIONAL LOCATION OFNF ELEMENTS
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A LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT JURISDICTIONAL BOUNDARY BETWEEN PIPE SUPPORTS AND SUPPORTING STRUCTURE FOR SUPPORTS FURNISHED WITH CONTROL ROD DRIVE SYSTEM AND TIP SYSTEM FIGURE 3.9-10
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL BENCH BOARD FIGURE 3.10-1
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT INSTRUMENT RACK.
FIGURE 3.10-2
TYPICAL ACCELEROMETER LOCATION LIMERICK GENERATING STATtON UNITS 1 AIIIJ 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL LOCAL JIACI(:
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 1.-"