ML18010A851

Rev 5 to Calculation SC-N-062, RCS Wide Range Pressure Loop 3 P-402

ML18010A851
Person / Time
Site:	Harris
Issue date:	10/05/1992
From:	CAROLINA POWER & LIGHT CO.
To:
Shared Package
ML18010A852	List: ML18010A851 ML18010A853 ML18010A854 ML18010A855 ML18010A856 ML18010A864 ML18010A865 ML18022A904 ML18022A905 ML18022A906 ML18022A907
References
SC-N-062, SC-N-062-R05, SC-N-62, SC-N-62-R5, NUDOCS 9210280211
Download: ML18010A851 (60)

Text

9210280211 921012 PDR ADQCI4, 05000400 P

PDR HE035/11 DATE 92-10.09 PAGE 1

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DATE CHECKED BY DATE I

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EEEEEEEEE 0000000 00 00 00 OD 00 00 00 00 00 00 0000000 33333333 33 33 3333333 33 33 33333333 55555555 55 55 55555555 55 55 55555555 ERS ION E LEASED AUGUST 1989 USER NANUAL VERSION 8

THEORETICAL HANUAL VERSION:

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• IN CASE OF PROBLEHS llITH HE035, CONTACT THE I BASEPLATE USER REPRESENTATIVES:

ANN ARBOR GAITHERSBURG HOUSTON HORNALK SAN FRANCISCO NAHE HAZEN

- S.

DESAI RE JOHHSON LOCATIOH EXTENSION EPD(AAAO)

EPD 8.4084 HO 5-4215 MPD IJPD(SFAO) 8.4362 I

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- N. KHLAFALLAH

• TECHHICAL SPECIALIST - H. Y. DONG

• 111*1111*1 I I I 1 ***111

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HE035/11 DATE 92-10-09 PAGE 2

~010110001100000010001000001000111*001100101110011101010000110101100001111010010 PREPROCESSOR IHPUT DATA CARDS

~0011*ll<<001011111*11100111000000000111001111100000010011110000000001111000110111*0*1 PLANTMCC. NO.

FIELD REV. NO.

PAGE NO.

fjpc P o~gi CARD 1

2 3

4 5

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e HO 1234567890123456789012345678901234567e901234567890123456789012345678901234567890 1'2 3

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F ILENANE<<NHPBP29 OUT, 1/

CON pe ~ ~ 4000/

PLA 17, 1724,24,

~ 75,29/

BPR /$ 1/1.231E6, 1.681E5,7000,5150/

BOL 2,2,1,1,1/

BOL 3,15,1,4,20/

BOL 16,2,1,23,1/

BOL 16,16,1

~ 23/23/

COH 7,78,8/

coN 7,118,16/

CON 11,716,e/

CON 11,11

~ ~ 16,16/

CUT 1,7,7,11/

CUT 7/1 ~ 11,17/

CUT 11,7,17,11/

END/

UB 5,5,1,6,6/

TUB 5,13,1,6,18/

TUB 13,5,1,18,6/

TUB 13,13,1,18,18/

END/

Pol 5,5/

LOA

~ 0 1 / 153,150, 91 1,-1 145 ~ 1 145 ~ 4/

LOA 2,150,.153,414,1148, 1148,4/

Pol 5,13/

LOA 1,-153,153,-911,-1148,1145,-4/

LOA

~ ~ 2g 150, -150,414, 1 145 ~ -1 148,4/

POI 13,5/

LOA

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LOA 2,153,-153,414,1148,-1145,4/

POI 13,13/

LOA g g 1,-150, 153,-91 1 ~ -1 148 ~ 1 148@ 4/

LOA 2,153,-150,414,1145,-1145,4/

EHD/

EHD OF JOB

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NE035/11 DATE 92-10-09 PAGE 3

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HE035/11 DATE 92.10-09 PAGE 4

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HE035/11 DATE 92-10-09 PAGE 5

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HE035/11 DATE 92.10-09 PAGE 6

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72 89 74 91 76 93 90 73 92 75 94 77 73*1 77 94

~

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• 99 0 101*0 103 120 105 122 107 124 121 104 123 106 125 108 98>>t

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123 140 125 142 141 124 143 126

HE035/11, DATE 92-10-09 PACE 11 0

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HE035/11 DATE 92-10.09 PAGE 12

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PAGE NO.

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. 210 211 194 18411 195 212 213

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248 261 262 245 263 264 247 265 266 249 235 249 266 237 251 268 267 250 269 252 236 250 238 252 267 268 251 269 270 253

HE035/11 DATE 92 10-09 PAGE 13 I

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NE035/11 DATE 92.10-09 PAGE 14 tie*t100110l1llltlt01POOItlt140440%044t004tlllOIOe01*llltlt0411111t0101111111111 FILENANEeHHPBP29

~fg++yye110tlOtltlt11000011lt1*tllOOt10P11%101ltlt004100111*it0110011010000ltiP111tlt PLANTMOD. NO.

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1 2

2 2

2 2

2 2

2 2

2 2

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2 2

2 2

3 3

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4 5

6 7

8 9

10 11 12 13 14 15 16 17

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30 31 32 33 35 36 37 38 39 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000

. 1.000 4.000 4.000 4.000 4.000 4.000 0.000 1.000 3.000 5.000 6.000 7.000 8.000 10.000 12.000 14.000 16.000 17.000

'l8.000 1.000 3.000 5.000 6.000 19.000 20.000 23.000 24.000 0.000 1.000 3.000 5.000 6.000 7.000 8.000 10.000 12.000 14.000 16.000 17.000 18.000 19.000 20.000 23.000 24.000 0.000 0.000

.0.000 0.000 0.000 0.000 0'.000 0.000 0.000 0.000 0.000 0.000 0.000 0 000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

NE035/11 DATE 92 10 09 PAGE 15 tttttttsttttttttttttttttttttttttttttttttIttttttttttttttttttttttttttttttttttttttttt FILEKAHEtHHPBP29 11111111111111**tilt***tt*11**llttlttltlltttltll*11*111111111111111111t111111*111*111

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4 l PAGE NO.

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FRANE LINE LINE NODE HODE X

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COORDI NATE COORD INATE COORDINATE 3

6 3

7 3

8 9

3 10 3

11 3

12 3

13 14 3

15 3

16 3

17 4

1 4

2 4

3 4

4 4

5 4

6 4

7 4

8 4

9 4

10 4

11 4

12 4

13 4

14 4

15 4

16 4

17 5

1 5

.2 5

3 5

5 5

5 6

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• 60*1 61*1 62**

63 64 65 66

. 67 68 69 70 71 72 73 74 75*1 7611 77

• 7811 79 1 4.000 4.000 4.000 4.000 4.000 4.000 4.000 4.000 4.000 4.000 4.000 4.000 5.000 5.000 5.000 5.000 5.000 5.000 5.000 5.000 5.000 5.aoo 5.000 5.000 5.000 5.000 5.000 5.000 5.000 6.000 6.000 6.000 6.000 6.000 6.000 6.aoo 6.000 6.000 6.000 6.000 7.000 8.000 10.000 12.000 14.000 16.000 17.000 18.000.

19.000 20.000 23.000 24.000

.0.000 1.000 3.000 5.000 6.000 7.000 8.000 10.000 12.000 14.aao 16.000 17.000 18.000 19.000 20.000 23.000 24.000 0.000 1.000 3.000 5.000 6.000 7.000 e.ooo 10.000 12.000 14.000 16.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 O.ODO 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 o.ooa 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 O.DOO 0.000 0.000 0.000 0.000 0.000 o.aao 0.000

NE035/11 DATE 92 10.09 PAGE 16 0

~ttttttttttttttttttttt'ttttttt'ttttt*ttttttttttttt*tt*tttttttttttt*1**ttt**ttttttttt

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LINE J

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COORDINATE COORDINATE COORD IHATE 6'

12 13 14 15 16 17 1

2 9

10 11 12 13 14 15 16 17 1

10 11 12 13 14 15 16 17 80 81 82 83 84 85 86 87 88 89 90 91 92>>*

93*>>

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106>>*

107 108*>>

109 t 110**

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6.000 6.000 6.000 6.000 6.000 6.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000

. 8.000 8.000 8.000 8.000 8.000 8.000 8.000 17.000 18.000 19.000 20.000 23.000 24.000 0.000 1.000 3.000 5.000 6.000 7.000 8.000 10.000 12.000 14.000 16.000 17.000 18.000 19.000 20.000 23.000 24.000 0.000 1.000 3.000 5.000 6.000 7.000 8.000 10.000 12.000 14.000 16.000 17.000 18.000 19.000 20.000 23.000 24.000 0.000

.O.MO O.OM 0.000 0.000 0.000 0.000 O.MO 0.000 0.000 0;000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

'.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

ME035/11 DATE 92-10-09 PACE 17 101**00*11111110001*111>>P>>1011011>>IPPIIIPPII>>111*01>>P1111111PIIPPP1101011111100110 FILEMAMEPHNPBP29

• • 11010110100001110>>1**11101>>1**00011101111>>11*11110000011*00011010***000010000010001 PLANTMOD.NO.J~

PAGF NO.

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J FRAME LINE LINE NDDE X

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1 8

2 8

3 8

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5 8

6 8

7 8

8 8

8 10 8

8 12 8

13 8

14 8

15 8

16 8

17 9

1 9

2 9

3 9

4 9

5 9

6 9

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12 9

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10.000 10.QQQ 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 14.000 14.000 14.000 14.000 14.000 14.000 0.000 1.000 3.000 5.000 6.000 7.000 8.000 10.000 12.000 14,000 16.000 17.000 18.000 19.000 20.000 23.000 24.000 a.aaa 1.000 3.000 5.000 6.000 7.000

'.000 10.000 12.000 14.000 16.000 17.000 18.000 19.000 20.000 23.000 24.0QQ 0.000 1.000 3.000 5.000 6.000 7.000 0.000 Q.oaa 0.000 0.000 0.000 0.000 0.000 0.000 O.QQQ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 a.ooo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 a.aoa 0.000 0.000 0.000 0.000 0.000 0.000

HE035/11 DATE 92.10-09 PAGE 18 FILENAHE>>HNPBP29

>>>>>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>1>>**>>*>>>>>>>>>>*>>>>>>>>>>*1*>>>>>>>>**>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

PLANTMOD. NO.~P~k FIELD REV. NO.

&'AGE NO.

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NODAL COORDINATES I

LIKE J

FRAHE LIKE KOOE NODE X

Y 2

COORDINATE COORDINATE COORDINATE 10 10 10 10 10 10 10 10 10 10 1a 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 12 12 12 12 7

8 9

10 11 12 13 14 15 16 17 9

10 12 13 14 15 16 17 1

2 3

5 8

9 10 11 12 160**

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188 189 190 191 192 193 194>>*

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199 14.000 14.000'4.000 14.000 14.000 14.000 14.000 14.000 14.0aa 14.000 14.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.0QO 16.000 16.000 16.000 16.000 16.000

~

16.000 17.000 17.000 17.000 17.000 17.000 17.000 17.000 17.000 1?.OQO 17.000 17.000 17.000 8.000 10.000 12.000 14.000 16.000 17.000 18.000 19.000 20.000 23.000 24.000 0.000 1.000 3.000 5.000 6.000 7.000 8.000 10.000 12.000 14.000 16.0QO 17.000 18.000 19.000 20.000 "23.000 24.000 0.000 1.000 3.000 5.000 6.000 7.000 B.QQO 10.000 12.aoo 14.000 16.000 17.000 Li 0.000

.0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 a.aaa 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 O.DDD 0.000 0.000 0.000 O.OQO 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

NE035I11 DATE 92-10-09 PAGE 19 MNTMOO.NO.~

FIELD t EV. WO.

PAG~ t'O.

~S1111t440ltt1t11100*1110**04100ltl111%110tt40111*1010111\\1tt001001tkOlsOtPI40111*

FILENANE=HNPSP29

~I**11*1*1*tilt*4111111**111**1110*t01111111111%I*OPI****11011tl1110411111011ttttt*10

+.jc NODAL COORD INATES I

LINE FRAME LINE NODE KDDE X

Y 2

COORDINATE COORD INATE COORDINATE 12 12 12 12 12 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 14 14 14 "

14 14 14 14 14 14 14 14 14 14 14 14 14 15 13 14 15 16 17 1

2

.3 4

5 6

7 8

9 10 11 12 13 14 15 16 17 1

2 3

10 11 12 13 14 15 16 17 1

200 201 202 203 204 205 206 207 208 209 210 211~

212~*

213**

214~~

215*~

216 217 218 219 220 221 222 223 224 225 226 227 228*4 229 *

-230+4 231*~

23240 233 234

?35 236 237 238 239 17.000 17.000 17,000 17.000 17.000 18.000 18.000 18.000 18.000 18.000 18.000 18.000 18.000 18.000 18.000 18.000 18.000 18.000 18.000 18.000 18.000 18.000 19.000 19.000 19.000 19.000 19.000 19.000 19.000 19.000 19.000 19.000 19.000 19.aaa 19.000 19.000 19.000 19.000 19.000 21".000 18.000 19.000 20.000 23.000 24.000 0.000 1.000 3.000 5.000

'.000 7.000 8.000 10.000 12.000 14.aoo 16.000 17.000 18.000 19.000 20.000 23.000 24.000 0.000 1.000 3.000 5.000 6.000 7.000 8.000 10.000 12.000 14.000 16.000 17.000 18.000 19.000 20.000

?3.000 24.000 0.000 0.000

.0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 o.aoa 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

'.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

HE035/11 DATE 92-10-09 PAGE 20

~111*11111111ttt1*IIIII>>1111>>tttttttttt1111111t1111*tt*11t>>ttttt>>1111111111*11111 PLANTlvlCD. NQ. J~~-8 FIELD REV. NO.~y~

PAGE NO.

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FILENANEIHNPBP29

• 1111111>>11>>>>*111111>>1111**111>>ttt>>1*t>>11111111111111111111**tttt111111111111111>>I>>11 NODAL COORDINATES I

LINE J

FRANE LINE NODE NODE X

Y 2

COORDINATE COORDINATE COORDINATE 15 15 15 15 15 15 15 15 15 15

~

15 15 15 16 16 16 16 16 16 16 16 16

= 16 16 16 16 16 16 16 16 17 17 17 17 17 17 2

3 5

6 7

8 9

10 11 12 13 14

'IS 16 17 1

2 3

4 5

6 7

8 9

10 11 12 13 14 15 16 17 1

2 3

4 5

6 7

240 241 242 243 244 245*>>

24611 2471*

2481>>

249

• 250 251 252 253 254 255 256 257 258 259 260 261 2621>>

263*1 26411 26511 26611 267 26S 269 270 271 272 273 274 275 276 277 278 279

• 21.000 21.000 21.000 21.000 21.000 21.000 21.000 21.000 21.000 21.000 21.000 21.000 21.000 21.000 21.000 21.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 23.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 1.000 3.000 5.000 6.000 7.000 8.000 10.000 12.000, 14.000 16.000 17.000 18.000 19.000 20.000 23.000 24.000 0.000 1.000 3.000 5.000 6.000 7.000 S.DOO 10 F 000

'2.000 14.000 16.000 17.000 18.000 19.000 20.000 23.000 24.000 0.000 1.000 3.000 5.000 6.000 7.000 8.000 0.000 0.000 0.000 0.000

, 0.000 0.000 0.000 O.ODO 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

NE035/11 DATE 92-10 09 PAGE 21

~ii1441414111*I****0*OOOPOt0004100111*11*II*11$100110*OP1011110i1010410141P011000 FILENANE>HNPSP29

• iil1P101*11*011100110*1010101100$ 01001I010111101**01110N*01011)0001*010110001NIOI PLANTMOD YO.

FIELD REV. NO.

PAGE NO.

ol 7

~pc. gy ~3o NODAL COORD INATES I

J FRANE NODE X

Y 2

LINE LINE NODE COORD INATE COORDI NATE COORDINATE 17 8

17 9

17 10 17 11 17 12 17 13 17 14 17 15 17 16 17 17 NODES AT APPLICATION OF 5

5(OFFSET) 5 13(OFFSET) 13 5(OFFSET) 13 13(OFFSET) 280**

281~*

282~~

283~*

284 285 286 287 288 289 LOADS 290 291 292 293 24.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 6.000 6.000 18.000 18.000 10.000 12.000 14.000 16.000 17.000 18.000 19.000 20.000 23.000 24.000 6.000 18.000 6.000 18.000 0.000

.0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

.375

.375

~375

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HE035/11 DATE 92.10-09 PAGE 22 PLAiNTMOD. NO.

FIELD REV. NO.

PAGE NO.

~iiiiii*iiii*iiiiiiiiiiiiii**iiiiiiiiiiiiiiiii*iiiiiiiiiiiiiiiliiiiiiiiiiiiiiiii*i FILENANEiHNPBP29 iiiii**i*iiiii**i**iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii*iiiiiiiiiiiii*iiiiiiiiiiiiiiiii CONCRETE STIFFNESS DATA NODE EFFECTIVE AREA CONCRETE ST1FFNESS NODE EFFECTIVE AREA CONCRETE ST1FFNESS 1

3 5

7 9

11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49 51 53 55 57 59 61 63 65 67 69 71 73 75

.250 1.000

.500

.250 0.000

.250

.500 1.000

.250 3.000 3.000 2.000 0.000 0.000 2.000 2.000 4.000 1.000 4.000 2.000 1.000 0.000 1.000 2.000 4.000 1.000 1.500 1.500 1.000 0.000 0.000 1.000 1.000 2.000

.500 2.000 1.000

.500 0.000

.607E+05

.243E+06

.121E+06

.607E+05 0.00

.607E+05

.121E+06

.243E+06

.607E+05

.728E+06

.728E+06

.485E+06 0.00 0.00

.485E+06

.485E+06

.971E+06

.243E+06

.971Ei06

.485E+06

.243E+06 0.00

.243E+06

.485E+06

.971E+06

.243E+06

.364E+06

.364E+06

.243E+06 0.00 0.00

.243E+06

.243E+06

.485E+06

.121E+06

.485E+06

.243E+06

.121E+06 0.00 2

4 6

8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 7Z 74 76 78

.750

.750

.500 0.000 0.000

.500

.500 1.000 1.000 4.000 2.000 1.000 0.000 1.000 2.000 4.000 1.000

. 3.000 3.000 2.000 0.000 0.000 2.000 2.000 4.000

.500 2.000 1.000

.500 0.000

.500 1.000 2.000

.500 1.500 1.500 1.000 0.000 0.000

.182E+06

..182E+06

.121 E+06 0.00 0.00

.121E+06

.121E+06

.243E+06

.243E+06

.971E+06

.485E+06

.243E+06 0.00

.243E+06

.485E+06

.971E+06

.243E+06

.728E+06

.728E+06

.485E+06 0.00

~ 0.00

.485E+06

.485E+06

.971E+06

.121E+06

.485E+06

.243E+06

.121E+06 0.00

.121E+06

.243E+06

.485E+06

.121E+06

.364E+06

.364E+06

.243E+06 0.00 0.00

HE035/11 DATE 92-10-09 PAGE 23

• • 1111111111111111111111111*1111111111111111*11111111*1111111111111111111*1111111 PLAN7 MOD NO FIELD REV. NO.

PAGE NO.

FII.EMAHEtHNPBP29 111111*1*1*11111*ttllt*1*l*111111111tt*1111***1l1*11111*111111111111111111111**111111 COHCRETE STIFFHESS DATA NODE EFFECTIVE AREA COHCRETE STIfFNESS MODE EFFECTIVE AREA CONCRETE STIFFNESS 81 85 87 89 91 97

~

99 107 109 111 113 115 117 119 121 123 125 127 129 131 133 135 137 139 141 143

" 145 147 149 151 153 155 157

.500 1.000 2.000

.500 1.500 1.500 1.000 0.000 0.000 1.000 1.00D 2+000

..250 1.000

.500

.250 0.000

.250

.500 1.000

.250 0.000 0.000 0.000 0.000 0.000 0.000 a.aoa 0.000 0.000 0.000 0.000 0.000 0.'000 0.000 0.000 0.000 0.000 0.000 0.000

.121E+06

.243E+06

.485E+06

.121E+06

.364E+06

.364 E+06

.243E+06 0.00 0.00

.243E+06

.243E+06

.485E+06

.607E+05

.2C3E+06

.121E+06

.607E+05

, 0.00

.607E+05

.121E+06

.243E+06

.607E+05 0.00 0.00 O.DO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 132 134 136 138 140 142 1CC 146 148 150 152 15C 156 158 1.000 1.000 2.000

.500 2.000 1.000

.500 0.000

.500 1.000 2.000

.500

.750 750

.500 0.000 0.000

.500

.500 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

.243E+06

.243E+06

.485E+06

.121E+06

.485E+06

.243E+06

.121E+06 0.00

.121E+06

.243E+06

.485E+06

.121 E+06

.182Ei06

.182E+06

.121E+06 0.00 0.00

.121E+06

.121E+06

.243E+06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

NE035/11 DATE 92.10-09 PAGE 2C F111***1*1111111111111111*11*ttttttttttttttttttttttttttttttt1111111111111111111*tt PLANT>~pD Np FIELD REV. Np O

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• 111111 11t11t111 1I1t1111111I111 111111t1I11111t111 1t111 1 11*11 1 1111 1 11111 111*11*111111*

CONCRETE STIFFNESS DATA NS)E EFFECTIVE AREA COHCRETE STIFFNESS NQ)E EFFECTIVE AREA CONCRETE STIFFNESS 159 161 163 165 167 169 171 173 175 177 179 181 183 185 187 189 191 193 195 197 199 201 203 205 207 209 211 213 215 217 219 221 223 225 227 229 231 233 235 0.000 0.000 0.000 0.000 0.000 0.000

.250 1.000

.500

.250 0.000

.250

.500 1.000

.250 1.500 1.500 1.000 0.000 0.000 1.000 1.000 2.000

.500 2.000 1.000

.500 0.000

.500 1.000 2.000

.500 2.250 2.250 1.500 0.000 0.000 1.500 1.500 3.000 0.00 0.00 0.00 0.00 0.00 0.00

.607E+05

.243E+06

.121E+06

.607E+05 0.00

.607E+05

.121E+06

~ 243E+06

.607E+05

.364E+06

.364E+06

.243E+06 0.00

'0.00

.243E+06

.243E+06

.485E+06

.121 E+06

.485E+06

.243E+06

.121E+06 0.00

.121E+06

.243E+06

.485E+06

.121E+06

.5C6E+06

.546E+06

.364E+06 0.00 0.00

.364E+06

.364E+06

.728E+06 160 162 164 166 168 170 172 174 176 178 180 182 184 186 188 190 192 194 196 198 200 202 204 206 208 210 212 214 216 218 220 222 224 226 228 230 236 238 0.000 0.000 0.000 0.000 0.000 0.000

.750

.750

.500 0.000 0.000

.500

.500 1.000

.500 2.000 1.000

.500 0.000

.500 1.000 2.000

.500 1.500 1.500 1.000 0.000 0.000 1.000 1.000 2.000

.750 3.000 1 '00

.750 0.000

.750 1.500 3.000

.750 0.00 0.00 0.00 0.00 0.00 0.00

.182E+06

.182E+06

.12IEt06 0.00 0.00

.121 E+06

.121E+06

.243E+06

.121E+06

.485E+06

.243E+06

.121E+06 0.00

.121E+06

.243E+06

.485E+06

.121E+06

.364E+06

.364E+06

.243E+06'.00 0.00

.243E+06

.243E+06

.485E+06

.182E+06

.728E+06

.364E+06

.182E+06 0.00

~ 182E+06

.364E+06

.728E+06

.182E+06

PLANTMCD. Nv.

FIELD REV. NO.

NE035/11 DATE 92 10 09 PAGE 25 10*1*1000100$ 00100111111100000000011001111110$

1000101010010011*000**1111*110011010 F ILENAHEIHHPBP29 PAGE NO.

/<p'3~ i 000000**11*00**0*11110**I*000001111010000110011010011100101010*1*1*1*0111*00011000001 COHCRETE STIFFNESS DATA NODE EFFECTIVE CONCRETE AREA STIFFNESS NODE EFFECTIVE CONCRETE AREA STIFF HESS 239 241 243 245 247 249 251 253 255 257

. 259 267 269 271 273 275 277 279 281 283 285 287 289 1.000 4.000 2.000 1.000 0.000 1.000 2.000 4.000 1.000 2.250 2.250 1.500 o.aao 0.000 1.500 1.500 3.000

.250 1.000

.500

.250 O.ODD

.250

.500 1.000

.250

.243E+06

~971E+06

.485E+06

.243E+06 0.00

.2438+06

.485E+06

.971E+06

.243E+06

.546E+06

.546E+06

.364E+06 0.00 0.00

.364E+06

.364E+06

.728E+06

.607E+05

.243E+06

.121E+06

.607E+05 0.00

.607E+05

.121E+06

.243E+06

.607K+OS 240 3.000 242 3.000 244 2.000 246 0.000 248 0.000 250 2.000 252 2.000 254 4.000 256

.750 258 3.000 260 1.500 262

.750 264 0.000 266

.750 268 1.SOO 270 3.000 272

.750 274

.750 276

.750 278

.500 280 0.000 282 0.000 284

.500 286

.500 288 1.000

.728E+06

.728E+06

.485E+06 0.00 0.00

.485f+06

.485E+06

.971E+06

.182E+06

.728E+06

.364E+06

.182E+06 0.00

.182E+06

.364E+06

.728E+06

.182E+06

.182E+06

.182E+06

.121E+06 0.00 0.00

.121E+06

.121E+06

.243E+06 SUHHATIOH OF EFFECTIVE AREAS I 256.000 PLATE AREA' 256 000 TOTAL COHCRETE STIFFNESS I

.621E+08

~ *** INPUT DATA PROCESSING COMPLETE. *I>>

PLANTMOD. NO.

ME035/11 IER PLOT PLAN VIEII OF THE BASEPLATE, MHERE DATE 92.10 09 PAGE 26 PAGE NO.

7/~

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PROGRAH:

HE035 BASEPLATE SNul: S9601 0110 AAI 0157 DATE: 92-10-09 RELEASE 11 NOS/VE

'1.5.3 L765 7 IHE: 15:04:25 PAGE:

27

~tttttttttttt*ttttttttt**ttttttttttttttttptt*

BEGIN SOLUTION PHASE LOAD CASE NO:

1 ttttttttttttttttt**ttttttttttttt*tttttttttttt PLANTuOD. Np FIELD REV. NP PAGE NO.

Hs~ ~7 Hg~

TITLE:

F ILENAHEtNNPBP29 LOAD CASE NO.

1 (T 0 P T E N

V A L U E S)

D I S P L A C E H E N T S NQ)E DISPL ~

~

11

.743230E-03 171

.703512E-03 12

.671962E.03 28

.640808E-03 172

.624676E.03 188

.606989E-03 13

.604320E-03 29

.569074E-03 14

.544064E-03 189

.531428E-03 NNE 109 92 108 91 228 75 107 116 117 211 DISPL.

-.695889E-03

-.590661E. 03

-.589404E-03

-.480564E.03.

-.480464E 03

-.466218E.03

-.463517E-03

-.461453E-03

-.437625E-03

-.426494E-03 0 U A 0 R I L A T E R A L PLATE PR INC I PAL STRESSES ELEHEKTS

+

2 FACE ELEH SIGNA ELEH SIGHA ELEH SIQIA ELEH SIQIA 78

- '1462.

206

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35 868.

94

-1401.

214

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190

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213

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222

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62

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212

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FACE ELEH SIGNA ELEH SIGHA ELEH SIGNA ELEH S IGHA 206 35 1452.

1040.

.883.

94 1378.

62 1037.

190 816.

213 1119.

222 933.

214 1057.

212 888.

CONCRETE LOADS NODE 2 PRESS NODE 2 PRESS NODE 7-PRESS NODE 2 PRESS 109 228

'1T 169.

117.

.106.

92

-143.

75

-113.

211

-103.

108

-143.

107

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91

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116

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PROCRAH:

HE035 BASEPLATE SNW: $9601 0110 AAI 0157 RELEASE 11 NOS/VE 1.5.3 L765 BOLT LOADS DATE: 92-10-09 TINE: 15:08:08 paCe:

28 PlANTMOO. NO.

PAGE NO.

g>y~ ~e ~~o NODE X-SHEAR Y SHEAR SRSS TENSION 19

-25.

49

-152.

257

-150.

271 28.

153.

150.

43.

37.

216.

212.

44.

110.

61.

55.

BOLT IN TERACT ION EQUAT ION EQUATIOHt((TENSION/TALLOW)tt1.000+(SHEAR/SALLSI)t 1.000))tt 1.000 NODE TENS IOH SHEAR ALLOI ALLOM 19 7000.

5150.

49 7000.

5150.

257 7000.

5150.

271 7000.

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TENSION RATIO

.016

.009

.008

.003 SHEAR RATIO

.007

~ 042

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.008 INI'ERACT RATIO

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.051

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N D L 0 A D CASE 1

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29 BEG I N

SOLUTION PHASE

~

~

LOAD CASE NO 2

~1111111111**1*$11111111**11111111111111*1110 PLANTMOD NPj FIELD REV. NO.

PAGE NQ.

TITLE:

FILENAMEeNKPBP29 LOAD CASE NO.

2 (T 0 P T E N

V A L U E S)

D I S P L A C E H E M T S

NCOE 109 108 92 107 91 75 106 90 74 58 DISPL.

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.207680

.205673

.192586

.190584

.188574

.177463

.175495

.173489

.171446 NODE 1

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18 289 272 288 274 239 DISPL.

..220156E.01

-.164966E-01

-. 113481E-01

-. 100827E.01.

-.797421E-02

-.642456E-02

-.260286E-02

-.242428E.02

-.218337E-02

-.866966E.03 0 U A D R I L A T E R A L PLATE PR INC IPAL STRESSES ELEHEMTS

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33 5986.

17 9697.

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PROGRAM:

HE035 BASEPLATE SHQl: S9601 0110 AAI 0157 DATE: 92-10-09 RELEASE 11 NOS/VE 1.5.3 L765 TINE: 15:16:13 PAGE:

30 PLANTMOD. NO FIELD REV. NO.

PAGE NO BOLT LOADS NODE X-SMEAR Y-SMEAR SRSS TENSION

+chic. ~ ~3~

19 24.

49 149.

257 153.

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5150.

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5150..140 257 7000.

5150..584 271 7000.

5150.

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Nelson.

Standard In-Stock Studs

~\\

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PLANTMOO. NO.

FIELD REV. NO.

AGE NO.

DISCIPLINE DESIGN VERIFICATION RECO l.

Instructiaa to Verification Persaael Plant Project File Ho.

Oocuaent Mo.

Rev 0

leveL

[ )

Q (C ss A) eismic (Class 8)

[ ]

FP 4 (C'lass 0)

[ ] Other Design verification should be done in accordance Mith AHSI M45.2.11, Section 6, as anended by Regulatory Guide 1.64, Rev. 2.

Special Instructionst Discipline Project Engineer ll.

Verification Oocaaaentatlon Applicability Disci i\\he Hechani ca(

HVAC Electrical LE@

Other

[)[l

[)

Disci line Civil Structural

~

Seiaaic Equip. Qual.

Civil Stress Fire Protection Environnental Qualification Hen Factors Haterials

[l[)[][l[][][)[)

Verification Hethods Used:

gf Oesig;. Re"lest Design Document Aci Design Verifier C

AcknoMLedgemcnt ofperi fication:

(OPE)

[ ) Alternate Calculations

~~7 - ccaments attached.

Date Date

[ ) Qualification Testing ill. Resolution of C~st Caments Resolved (See Attached):

(RE)

Action taken aekes Design Oocunents Acceptable:

Design Verifier Date Date (DPE)

Date HED Procedure 3.3/Rev.

50

PLANTMOD. NO.

FIELD REV. NO.

PAGE NO.

DlSClPLlNE DESiGN VERIFICATlQI RECtNtD CCHMENT SNEET

<'5 7nFw Plant Project File No.

Docuaent No.

Rev This sheet is only required shen comnents are being made.

Comnent No.

Ccmnent Resolution Resolved initial/Date NED Procedure 3.3/Rev.

50

CAROLINA POXER tc LIGHT COXP)QPC HARRIS NUCLEAR PLANT CALCULATIONNUMBER 141-1A PCN/PID NUMBER PCR-6547 PAGE RB1/!SION SUBJECT SI CHARGING PUMP ALTERNATE MINI-FLOW LINE, RELIEF VALVES REMOVED, FLOW ORIFICES AND STRAINERS ADDED WITH LEAD BLANKETS.

Lo~es~ca Koan~ Vc~

C c,as

'3 sh-G Q,~u SCHh-i2.

ORJOINATOR'S IN?TIALS/DATE e-i~~z.

CHECKER'S INmALS/DATE HANGER NO. S-H-4420 NODE PT.74 1

ISO NO. CS-58 SUPPORT SYSTEX CONDITION DEADWEIGHT THERMAL I THERMAL II THERMAL IZZ OS%. SANl:

DBE SAM Pz (LBS) 19 ~

-301.

Ah-S.2. ~~

Fy (LBS)

-5W

-48.

t~

(LBS)

Nx (PT-LBS)

-5.

-21.

le (FZ-LBS)

S'l (FT-LBS) 7 2 ~

13

-3 OBE ( Inertia)

DBE(Inertia)

UPSET (+)

UPSET EMERGENCY(+)

EMERGENCY(-)

IO'L Z.o3 14.

24.

7 ~

ZA I 12.

12.

I \\

18.

"IO'l 16.

QE 26.

28.

48.

THERMAL I INOLLIAQ THERMAL II THERMAL ZZZ posT hcclDEÃn x

(in)

DISPLACEKENTS Y

(in)

(in)

Lebzoc.o O~t. Lac o-'

Cau iR).-LP ~ 6 Z.'h.R'La I:L."i:O=

Lou:. '3CHRrc'1 Ou S-i~.h"1 2 5l43V.Y.

4noc. Oc 25 '=ac.4. ii%3- ~eO.1.

NOTES:

1.

+X ~ NORTH,

+Y ~ UP,

+2

~ EAST.

2 ~

3 ~

DESIGN VERIPICATZO)f of the COMPLETED DESIGN PACKAGE

, Page I

Project File No.

Oocueent No.

C 0

Level (Wg (Class A)

( ) Sell&le (Class g)

[ )

FP.O (Class O)

( ) Other Nark each Discipline or Area of expertise addressed by Discipline Technical Revfevs.

Disci ll Olscf line Nechanfcaf HVAC Electrical lCC CivlI Structural Seiaafc Equip. Ousl.

Civil Stress Ffre Protection Envfr~taf Qual'lf'Ication H~ Factors Naterfal ~

()

MM

()

(W W

()()

6.

Other Nark each ftm yes, no, or not applicabl ~ and fnitlal each itee checked by you.

l.

Is the design adequately interfaced bet~ design dfscipllnes providing input?

2.

Are sufficient design doc~nts and procedures included or referenced to af fou fapl~tatfon to be carried out In ~ planned and controlled QNYlOr?

3.

Have adequate provfsions for In.process or poet.installation exmfnetfons, holdpolnts, Inspections, and testing been specified to assure qwlity of work and verification that the design pet fo~ as Intended?

(Including dfaeneiona for inspection?)

Have adeqwte provisions been provided to docaaent fnstallatfon end results of exminetfona, fnspectlona, and testing uithfn the package or documents referenced?

5 ~

Has c~fderatfon bean O'Iwn to design change operabil'lty rel iabl Llty Mfntafnabf Ilty safety (Industrial and Nuclear) and achel ence to appropriate

codes, standards, and regulatory requfr~ts?

Have appropriate Discipline Technical Revfaea been perforsid for the Cclpfeted Design Package?

7.

Are specified mterf ~la and processes suitable for the Intended appl Ication?

8.

ls the design technically adequate sf th respect to the desfgn basis?

9.

Does the package ccsply Mlth design related procedures (l.e.,

PQI and NED procadurea)?

For each question on the check List not answered yes, explain on page 2. If 'Not ApplicabLe,'ive reason.

Ccxsplete Design PaePpp Accept+et Yes 44 No ( ) - c~ts attached.

Leod Verifier Date Acknoufedgers~t o<xger )ffr~timc

<QPE>

Resolution of Cats)

Contents Resolved (See Attached):

(EE)

Date Action taken mkes Design Oocwcnts Acceptable:

Lead Verifier Date

~1<<l~~

I (OPE)

Date HFO procedure 3'/<<vs

SEP-28-1992 11: 25 FR%i HUS Systems En@-App R

TO CPDL HNP NED P.82 AH543-1

.~55+7 Page 1 of

10CFR50, APPENDIX R LONG-TERM COMPLIANCE PLANT DESIGN CHANGE REVIEW SR9fARY FORM DOCUMENT TYPE PL 7

C'

/PE DOCUMENT TITLE:

AHWA

&SNZ-/%M ALW+$4~

DOCUMENT NO.:

STATUS-'rtP-d' REVISION: ~~ A~ 0 PRELIMINARY APPROVED POR CONSTRUCTION OPERATIONAL RESPONSIBLE ORGANIZATION:

RESPONSIBLE ENGINEER:

nfiPD CLOSED OUT REVIEWER:

TITLE:

SAFE SHUTDOWN CAPABILITY IMPACT REVIEW 1.0 Does design change affect safe-shutdown (SSD) flow diagrams or components?

Does design change affect performance requirement of a safe-shutdown function?

Yes [g No Yes +

No 1.5 1.6 1.7 Does design change add or revise SSD components?

Does design change affect associated circuits?

Does design change affect plant radio communications?

Does design change affect pre-or post fire rackout oz manual operation of safe-shutdown components?

1.3 Does design change delete SSD components?

1.4 Does design change add new manual SSD components?

Yes +

No Yes Q No Yes Q No 93 Yes Q No Yes +

No Yes +

No 1.8 Does design change require an Appendix R documentation change?

(Are related plant design documents/FSAR not ID'd by designer, impacted? if so list:

Yes No

SEP-28-1992 11:25 FROM MJS Systems Eng-App R

TO COL HAP NED P.83 AH543-1.ega-dP+7 Page 2 of 2.0 FIRE PROTECTION IMPACT REVIEW 2.l s

t 2 '

2

~ 1 ~ 1 2 ~ 1 ~ 2 Yes +

No ct stems Does design change affect a eater suppression system?

Yes No [P Does design change affect a gaseous suppression system?

i Yes +

No Qj) 2.3.L 2.4 F'

Pr a

2.2.1 Does design change affect, fire detection system components?

2.2.2 Does design change affect structural/air flov features that may deflect heat/smoke floe away from detectors?

Yes Q No 2.3 F'

Ba riers g~A4~5 gA9f~~ /rC~mZ~cW gK A8B SM 4/~7.

Does'esign change require breaching or modifying any fire barriers?

Yes +

No J

2

~ 4

~ 1 2.4.2 Does the design add non-IEEE cables?

Does design change affect flame impingement shields,

curbs, dikes, or drains?

Yes +

No gjf Yes No 2.5 Co bust' 2.5

~ 1 2.6 e

Does design change introduce nev or remove combustible materiaL or ecyxipment containing combustible lubricants?

Yes Pf No 2.6.1 Does design change affect existing emergency lighting or establish the need for ne~ emergency lighting?

Yes +

No

SEP-28-1992 11:25 FRY NUS Sgstf.ms Eng-App R

TO CPFL HNP NED P.84 2e7 AH54 3-1

.zgp -5r47 Page 3 of~

2 '

2.7 '

Does design change affect plant accessibility for fire fighting efforts or post-fixe shutdown operations (including building access:

location of walls, doors, changing of door status from normally unlocked to normally locked; and.ventilation air flows: impact on fire-fighting access)?

Yes +

No 2.8.1 Does design change affect the location or type of manual fixe suppression equipment?

Yes Q No 3.0 DISPOSITION A.

Modification impacts Appendix R compliance as presently designed; recommended

redesign, and/or compensatory. measures to establish Appendix R compliance are documented on the attached sheet(s)

B.

Modification has no impact on Appendix R compliance as presently designed; no operational impact on any safe shutdown related

systems, components, or functions.

However changes to Appendix R separation analysis documentation are required.

C.

Modification has no effect on Appendix R compliance; no modification redesign or Appendix R compliance documentation update is required.

MARK APPLICABLE. BOX:

ADDITIONALCOMMENTS ATTACHED Yes Q No Reviewer Appendix R ompliance Lead Engineer Date y8'7.

2 Da

SEP-28-1992 11:26 FROM HUS Systems Eng-App R

TO CPSL HNP NED P.85 Page 4 of 5 ATTACHMENT 1 TO REVZE% SUlQ&RY FORM FOR PCR-6547'ZELD REVZSZON 0

Docume t evisio PCR'6547 proposes the replacement of safety injection alternate mini-flow relief valves 2CS-R557SN-1 and 2CS-R558SN-1 with restrictive orifices and strainers, upstream of mini-flow isolation valves 2CS-V757-SA and 2CS-V759-SB.

Zn addition, the operating logic of the mini-flow isolation valves is modified such that the valves will open on "high" RCS pressure signal to provide sufficient flow to prevent pump damage, and will close on "low" RCS pressure signal to ensure maximum injection flow.

Conclusion The replacement/modification to the above safety injection alternate mini-flow valves has no adverse impact on the post-fire operability of the CVCS or SZ systems, since these valves are not credited for achieving and maintaining post-fire safe shutdown.

Consequently, the post-fixe safe shutdown capability is not impacted by the modification.

Modifications to the control logic of valves 2CS-V757-SA and 2CS-V759-SB require routing of new cables and rerouting'f existing

cables, thus resulting in the introduction of combustible loading (in the form of cable insulation) to. the Reactor Auxiliary Building.

However, since the added combustible materials have been enveloped by the worst-case cable tray loading assessment reflected in the combustible loading figures shown in the HNP Fire Hazards Analysis, there is no increase in the combustible loading/fire severity in the affected fire areas.

The new cable routings also require breaching of fire barriers.

The impact, if any, on this passive fire protection feature shall be assessed by the NED SSD Unit.

Based on the above, it is concluded that PCR-6547 has no impact on 10CFR50, Appendix R, long-term compliance.

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<~P-28-1992 11:26 FPQt1 NUS Systems Eng-App F!!

TO CPS'NP Pl~o P.e6 Page 5 of 5 ATTACHMENT 2 TO REVZEN SUMMJQLY FORM FOR PCR-6547'ZKLD REVZSZON 0 Document Revision No Appendix R compliance documentation update is required.

(F:iWREVlEMiPCR 6547 FRO)