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 PDR P

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• PROJECT

~ JOB NO.

• CALC NO. SHT NO.

• PREPARED BY DATE CHECKED BY DATE I

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EEEEEEEEE 0000000 33333333 55555555 EE E 00 00 33 55 EE 00 OD 33 55 EEEE 00 00 3333333 55555555 EE 00 00 33 55 EE E 00 00 33 55 EEEEEEEEE 0000000 33333333 55555555 ERS ION E LEASED AUGUST 1989 USER NANUAL VERSION 8 THEORETICAL HANUAL VERSION: 8 VER I F I CAT ION HANUAL VERS I 0'N: 10

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

NAHE LOCATIOH EXTENSION

• ANN ARBOR EPD(AAAO)

• GAITHERSBURG - HAZEN EPD 8.4084 HOUSTON - S. DESAI HO 5-4215 HORNALK MPD

• SAN FRANCISCO - RE JOHHSON IJPD(SFAO) 8.4362 I

• I I **I I'I I

• I I

• I I

• I I *

• I I I

• I I I I I I PROGRAH SPOHSOR - N. KHLAFALLAH SF 45/4 8-7706

• TECHHICAL SPECIALIST - H. Y. DONG SF 45/4

• 111*1111*1 I I I 1 ***111* I I

• I I *8-2265 *II*

I COPYRIGHT 1984,1987 BECHTEL P(NER CORP. ALL RIGHTS RESERVED.

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PLANT MCC. NO.

HE035/11 DATE 92-10-09 PAGE 2 FIELD REV. NO.

~ 010110001100000010001000001000111*001100101110011101010000110101100001111010010 PAGE NO.

PREPROCESSOR IHPUT DATA CARDS

~ 0011*ll<<001011111*11100111000000000111001111100000010011110000000001111000110111*0*1 fjpc P o~gi CARD 1 2 3 4 5 6 7 e HO 1234567890123456789012345678901234567e901234567890123456789012345678901234567890 1 3 F ILENANE<<NHPBP29

'2 OUT, 1/

3 CON pe ~ ~ 4000/

PLA 17, 1724,24, 75,29/

~

5 6 BPR /$ 1/1.231E6, 1.681E5,7000,5150/

7 BOL 2,2,1,1,1/

8 BOL 3,15,1,4,20/

9 BOL 16,2,1,23,1/

10 BOL 16,16,1 ~ 23/23/

11 COH 7,78,8/

12 coN 7,118,16/

13 CON 11,716,e/

14 CON 11,11 ~ ~ 16,16/

15 CUT 1,7,7,11/

16 CUT 7/1 ~ 11,17/

17 CUT 11,7,17,11/

END/

UB 5,5,1,6,6/

TUB 5,13,1,6,18/

21 TUB 13,5,1,18,6/

22 TUB 13,13,1,18,18/

23 END/

24 Pol 5,5/

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

~ ~

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

27 Pol 5,13/

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

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

30 POI 13,5/

31 LOA ~ g 1 / 150, 150,-91 1,-1 145 1 148/ 4/

~

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

33 POI 13,13/

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

~

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

36 EHD/

37 EHD OF JOB

<<** EHD OF INPUT DATA *00

~~~ OP Ca

NE035/11 DATE

~ >>>>>>>>>>>>*>>>>>>>>>>>>*>>>>>>>>>>>>**>>>>>>*>>>>>>>>>>*>>>>>>*>>>>*>>>>>>>>>>>>>>>>>>>>**>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

92-10-09 PAGE 3 PiAHT IAOD.;;O.

FlcLO REV. NO PAGE NO.

~

PREPROCESSOR INPUT DATA CARDS

~ >>>>>>***>>>>>>>>>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>**>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

I)

CARD 2 3 4 5 6 7 8 Ho 12345678901234567890123456789012345678901234567890123456789012345678901234567890 3 FILEMANE>>NNPBP29 2 OUT 0* 0 0* 1 0>>

3 CON o>> o o>> 0.000>> 4000 000>> 0 000>> 0.000>> o.ooo>> 0.000 4 PLA 17 17 0>> 24.000* 24.000* .750>> 29.000* 0.000>> 0.000 5 APR 0* 0 1* 2.000* 2.000>> .250* .250* 0.000* 0.000 6 BPR O>> O 1

~ .123E+07 168E+06>> .700E+04>> .515E+04>> o.o>> 0.0 7 BOL 2>> 2 1>> 1.000* 1.QQP>> Q.QQQ* o.aoo>> a.aaa* 0.000 8 BOL 3>> 15 1>> 4.000* 20.000* 0.000* 0.000>> P PQP>> 0.000 9 BOL 16* 2 1>> 23 000>> 1 000* 0 000>> 0 000>> 0.000* 0.000 10 BOL 16* 16 1>> 23.000>> 23 PPP>> 0.000>> 0.000* 0 000* 0.000 11 COM 7 7 0>> 8 000* 8 000>> 0.000>> 0 000 0 000>> 0.000 12 COH 11 0* 8.000>> 16.000>> 0.000>> 0.000* 0.000>> 0.000 13 COH 11>> 7 0>> 16 000>> e.ooo>> 0.000>> 0.000* 0 000>> 0.000 14 CON 11*>> O. 16.000* 16.000>> O.OQO>> o.oao* o.oaa>> a.ooo 15 CUT 1* 7 7 11>> Q* p>>

16 CUT 7 1 11>> 17 p* p*

17 CUT ~ 11>> 7 17 11>> p* p*

EMD TUB 5>> 5 1>> 6.000>> 6.000* 0.000* 0.000>>

TUB 5>> 13 1>> 6.000* 18.000* 0.000>> 0.000>>

21 TUB 13>> 5 1>> 18.000* 6 000>> 0.000* 0.000>>

22 TUB 13>> 13 1* 18.000>> 18.000>> 0.000* 0 000*

23 EMD 24 POI 5>> 5 p* 0.000>> 0.000* 0.000* 0.000>> 0 000>>

25 LOA 0 0 1~ -153.0* 150 0>> -911.0* -1145.0>> 1145.0>> -4.0 26 LOA o>> o 150 0>> -153.0* 414.0>> 1148.0* -1148.0>> 4.0 27 POI 5>> 13 p* 0.000* 0.000* o.ooa 0.000>> 0.000>>

28 LOA 0>> 0 1>> -153.0* 153.0>> -911.0>> -1148.0* 1145 0>> -4.0 29 LOA 0>> 0 2* 150.0* -150.0* 414.0>> 1145.0>> .1148.0* 4.0 30 POI 13>> 5 0* 0 000>> 0.000>> 0.000>> 0.000>> 0.000>>

31 LOA'2 0>> 0 1>> -150.0>> 150 0>> -911.0>> -1145.0>> 1148.0>> .4.0 LOA 0>> 0 2* 153.0* -153.0* 414.0>> 1148.0* -'l145.0>> 4.0 33 POI 13>> 13 Q>> 0.000>> 0.000>> 0.000* 0.000* 0 000>>

34 LOA 0>> 0 1>> -150.0* 153.0>> -911.0* -1148.0* 1148 0>> -4 '

35 LOA 0>> 0 153.0>> 150.0* 414.0>> 1145 0* .1145 0>> 4.0 36 END 37 END OF

• >>>> EMD OF INPUT DATA DECK *>>

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HE035/11 DATE 92.10-09 PAGE 4 PAGENO.. c-4 c 1 ltll*ttl*11111111111111**111*1111111'11111111111**llltlltelllltlltltee*111111111111 F ILENAHE1HNPBP29 lllllllllt*ltll***tell**le*111111'tlllet*111*1*111111111t*1111111111111111*111**11111*

INPUT PARAHETERS PLATE THICKNESS .... . ".

~ .750 PLATE X DIHENSION ..... 24.000

'Y-D IHEKSION . 24.000 HOOULUS OF ELASTICITY ~ ~ . .290E+08 CONCRETE HOOULUS ~ ~ .~ .... .360E+07 CONC. COHP. STRENGTH .. ~ ~ 4000.0 BOLT LOCATIONS BOLT I J NODE X.COORD. Y-COORD.

1, 2 2 19 1.000 1.000 2 3 15 49 4.000 20.000 3 16 2 257 23.000 1.000 4 16 16 271 23.000 23.000 BOLT PROPERTIES BOLT STIFFHESS (LB/IN ) ALLOMABLE FORCE (LB)

TEHSIOH SHEAR TEHSIOH SHEAR 1 .123E+07 .168E+06 7000. 5150.

2 .123E+07 .168E+06 7000. 5150.

3 .123E+07 .168E+06 7000. 5150.

4 .123E+07 .168E+06 7000. 5150.

F(ELD REV. HO.

HE035/11 DATE 92-10-09 PAGE 5 PAGE NO.

~ 1410011001001100010010100111101111IIOIt4'PP11011104P01011*fIO\OIPI404PIPP111001110 P)- s +3o FILENAME>HNPSP29

~ 11111110P10*t011%11010*111111101I010I1*101110*01111111**0011111101I1101I**OPO&111*IO ATTACHMENT DATA ATTACHMENT NIHIBER 1 TYPE ~~o~~ ~ ~o~~ oo TUB PROPERTY NINBER . 1 D DIHEHSION .... ~ 2.000 I LINE NUMBER "~ 5 8 0 IHEHS ION 2.000 J LIHE NUMBER 5 HE I GHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 X-COORD I MATE ~ ~... ~ 6.000 THICKHESS (T'1) ~ . .250 Y COORDINATE .. ~.... 6.000 THICKNESS (T2) .. .250 ORIENTATIOH ANGLE 0.0 ATTACHMENT NINSER 2 TYPE ~~ ~ ~ ~~ ~~ ~ ~ ~ ~ TUB PROPERTY NUMBER .... 1 D DIMENSION ... ~ ~ 2.000 I LINE NUHBER ..... ~ 5 8 DIXENSIOH .". 2.000 J LINE NLNBER .... 13 HEIGHT ~o~~ ~ ~ ~ ~ ~ ~ 0.000 X.COORDINATE ..... " 6.000 THICKNESS (T1) " .250 Y-COORDINATE "... " 18.000 THICKNESS (T2) .. .250 ORIEHTATION ANGLE 0.0 ATTACHMENT MWBER 3 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ TUB PROPERTY HINBER ... ~ 1 D DIMENSION ~ ~ ~ .. 2.000 I LINE HNISER ~ ... ~ 13 8 DIMENSION ~ 2.000 J LIME NUMBER . . 5

..... "

~ ~ ~ ~

HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ o~ 0.000 X-COORDINATE 18.000 THICKNESS (T1) ., .250 Y.COORDINATE ....." 6.000

'HICKHESS (T2) .. .250 ORIENTATIOH ANGLE " O.D ATTACHMENT HISSER 4 TYPE ~ ~ ~ ~ ~ ~ ~ ~ o~~~ TUB PROPERTY NIHIBER ~ ~ ~ 1 D DIMENSION "~ 2.000 I LINE NUMBER ~ ..." 13 8 D IHEHS ION ~ 2.000 J LINE NLNBER ~ . ~ . 13 HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 X-COORDINATE ~ ~ ... ~ ~ 18.000 THICKNESS (T1) .. .250 Y-COORDINATE ....... 18.000 THICKNESS (72) . .250 ORIENTATION ANGLE " 0.0

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PLANT MOD. NO. 4 - I Y7 HE035/11 DATE 92.10-09 PAGE 6 FIELD REV. NO. Oi PAGE NO.

~ 411icccccccccccccccccccccccccccccccc111ccccccccccc11111cccccc*ccccc**c*1c*11**cc e FILENAHEcNNPBP29

~ ccccccececccccccctcccc111cccctcccccc*itc*cc**c11*c111*111*11cccccccc*cc*11**cccllccc LOADING CONDITIONS LOADING CASE NO. c 1 LOADINGS APPLIED AT NODE c 290 FORCE FX c -153 ~ 00 FORCE FY c 150.00 FORCE FZ c 911.00 HOHENT HX c .11C5.00 HNIENT HY c 1145.00 IOIENT HZ c .4.00 LOADINGS APPLIED AT NCOE c 291 FORCE FX c -153.00 FORCE FY c 153.00 FORCE FZ c 911.00 HOHENT HX c -1148.00 HOHENT HY c 1145.00 HOHENT HZ c .4.00 LOADINGS APPLIED AT NME = 292 FORCE FX c -150.00 FORCE FY c 150.00 FORCE FZ c -911.00 HOHENT HX c -11C5.00 HOHENT HY c 1148.00 HOIENT HZ c -4.00

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~ F ILENAHEIHHPBP29

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~ 1111tl*1*lttt11111*1*tllt1111*llt100111100111tlt*ttttttltl*00000111*1111000001111011 LOAD ING COND IT IONS LOADIHGS APPLIED AT NODE I 293 FORCE FX I -150.00 FORCE FY I 153.00 FORCE FZ I -911.00 HOHEHT HX I -1148.00 HOHEHT HY 0 1148.00 HOHENT HZ I -4.00 LOADING CASE NO. I 2 LOADIHGS APPLIED AT NODE 0 290 FORCE FX 0 150.00 FORCE FY < -153.00 FORCE FZ I 414.00 IKSENT HX, I 1148.00 HOHEHT HY > -1148.00 HOHENT HZ > 4,00 LOADINGS APPLIED AT NODE < 291 FORCE FX 0 150.00 FORCE FY I -150.00 FORCE FZ 0 414.00 HOHEHT HX I 1145.00 HOHEHT HY > -1148.00 HOHEHT HZ I 4.00 LOADINGS APPLIED AT NODE 0 292 FORCE FX I 153.00 FORCE FY 0 -153.00 FORCE FZ 0 414.00 HOHENT HX I 1'148.00 HOIENT HY = -1145.00 HOHEHT HZ > 4.00

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HE035/11 DATE 92-10 09 PAGE S 1**ttttt**tt***t*ttttt*ttttttttttttttttttttt*lttttttt*ttttttttttttttttttttttt**t*

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LOADING CONDITIONS LOADINGS APPLIED AT NODE t 293 FORCE FX t 153.00 FORCE FY > -'l50.00 FORCE FZ t 414.00 HOHENT HX ~ 1145.00 HOHENT HY t -1'145.00 HOHENT HZ > 4.00

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PLAN7 iv1QC.;iQ, NE035/11 DATE 92-10.09 PAGE 9 FIELO REV. NO. d'g

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FILENAME>>HNPBP29

~IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII>>11111111111>>IIIII BASEPLATE CONNECTIVITY, ELEHENT NODE ELEHENT %0DE NO. JA JB , JC JD NO. JA JB JC JD 1 1 18 19 2 2 2 19 20 3 3 3 20 21 4 4 4 21 22 5 5 5 22 23 . 6 6 6. 23 24 7 7 24 25 8 8*1 8 25 26 9 9>> 9 26 27 10 10* 10 27 28 11 11 11 28 29 12 12 12 29 30 13 13 13 30 31 14 14 . 14 31 32 15 15 15 32 33 16 16 16 33 34 17 17 18 35 36 19 18 19 36 37 20 19 20 37 38 21 20 21 3S 39 22 21 22 39 40 23 22 23 40 41 24 2311 24 41 42 25 24*>> 25 42 43 26 25* 26 43 44 27 26 >> 27 45 28 27 28 45 46 29 28 29 46 47 30 29 30 47 48 31 30 31 48 49 32 31 32 49 50 33 32 33 50 51 34 33 35 52 53 36 34 36 53 54 37 35 37 5C 55 38 36 38 55 56 39 37 39 56 57 40 38 40 57 5S 41 39 C1 58 59 42 40*1 42 59 60 43 4111 43 60 61 44 42** 44 61 62 45 43 45 62 63 46 44 46 63 64 47 47 64 65 48 46 48 66 49

'7 45 49 66 67 50 48 50 65 67 68 51 49 52 69 70 . 53 50 53 70 71 54 51 54 ?1 72 55 52 55 72 73 56 53 56 73 74 57 54 57 74 75 58 551* 58 75 76 59 561* 59 76 77 60 57

• 60 77 78 61 5811 61 78 79 62

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HE035/11 92-10.09 DATE PAGE 10 FIELO REV. NQ. Og

~ 000000t0000000t00000000000000000t0000000000000000000000t00000tt000000000000000000 FILENAHE>>NNPBP29 gy. lO oWgv tttt000000000000000000000tt00t8t00000000000000t0000000000t000t00000000000000000000000 BASEPLATE CONNECTIVITY ELEHENT NODE ELEHENT 'NME NO JA JB, JC JD NO. JA JB JC JD 59 62 79 . 80 63 63 80 81 64 61 64 81 82 65 65 . 82 83 66 63 66 83 84 67 67 84 85 68 65 69 86 87 70 70 87 88 71 67 71 88 89 72 68 72 89 90 73 69 73 90 91 74 70 74 91 92 75 71*0 75 92 93 76 720* . 76 93 94 77 73*1 77 94 95 78 740* 78

~ 75 79 96 97 80 76 80 95 97 '896 79 81 77 81 9S 99 82 78 82 99 100 83 79 83 100 101 84 84 101 102 85 81 86 103 104 87 87 104 105 88 83 88 105 106 89 89 106 107 90 85 90 107 108 91 86 91 108 109 92 87 92 109 110 93 8801 93 110 111 94 89 0 94 111 112 95 9000 95 112 113 96 91 96 113 114 97 92 97 114 115 98 93 98 115 116 99 94 99 116 117 100 95 100 117 118 101 96 101 118 119 102 97

• 103 120 121 104 98>>t 104 121 122 105 99 0 105 122 123 106 'l000* 106 123 124 107 101*0 107 124 125 108 102*>> 108 125 126 109 103** 109 126 127 110 104*0 110 127 128 111 105*0 111 128 129 112 1060* 112 129 130 113 107 0 113 130 131 114 10800 114 131 132 115 109 0 115 132 133 116 110** 116 133 134 117 1110* '117 13C 135 118 112** 118 135 136 119 113*>> 120 137 138 121 114*>> 121 138 139 122 11500 122 139 140 123 1160* 123 140 141 124 117 >> 124 1C1 142 125 118** 125 142 143 126

PL/(NT iViQG. NO.

HE035/11, DATE 92-10-09 PACE 11 FIELD REV. NO.

0 >>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>>>>>*>>>>>>**>>*>>>>>>>>>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>I>>>>*>>>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>> PAGE NO.

FILENAHE>>HNPBP29

>g~ u u/3~

~>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

BASEPLATE CONNECTIVITY ELEHENT NODE ELEHENT HODE NO. JA JB JC JD NO. JA JB JC JD 119>> 126 143 144 127 120>>* 127 144 145 128 121*>> 128 145 146 129 122>>>> 129, 146 147 130 123*>> 130 147 148 131 124>>* 131 148 149 132 125*>> 132 149 150 133 126** 133 150 151 134 127>> 134 151 152 135 128** 135 152 153 136 129>> 137 154 155 138 130** 138 155 156 139 131 ">> 139 156 157 140 132>>* . 140 157 158 141 133** 141 158 159 142 134** 142 159 160 143

~ 13S*>> 143 160 161 144 136>>>> 144 161 162 145 137

• 145 162 163 146 138>>>> 146 163 164 147 139>> 147 164 165 148 140** 148 165 166 149 141>>>> 149 166 167 . 150 <<142>>>> 150 167 168 151 143>>>> 151 168 169 152 144>>* 152 169 170 153 145** 154 171 172 155 146>>>> 155 172 173 156 147>>>> 156 1?3 174 157 148>>>> 1S7 174 17S 158 149>> 158 1?5 176 159 150*>> 159 176 177 'l60 151** 160 177 178 161 152*>> 161 178 179 162 153>>>> 162 179 180 163 154>>* 163 180 181 164 155** 164 181 18Z 165 156>>>> 165 182 183 166 157>> 166 183 184 167 158 167 184 185 168 159>>* 168 185 186 169 160>>* 169 186 187 170 161 171 188 189 17Z 162 172 189 190 173 163 173 190 191 174 164 174 'l91 192 175 165 1?5 192 193 176 166 176 193 194 177 1&7>> 1?? 194 195 1?8 168>>* 1?8 195 196 1?9 169

• 179 196 197 180 170*>> 180 197 198 181 171 '181 198 199 182 172 182 199 200 183 1?3 183 200 201 184 174 184 201 202 185 1?S 185 202 203 186 176 186 203 204 187 177 188 205 206 189 178 189 206 207 190

PLAhT Mi30. l".O.

HE035/11 DATE 92-10.09 PAGE 12

~ *IIIIIIIIIIIIII******I IIIIIIIIIIIIIII11 IIIIIII*IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII*I PAGE NO.

P1LENAHEINNPBP29 lg ~+gu

~ 14114*1111*111*1114141*1*11*11111111*11111111*41111*41141141141111411411141111111111 BASEPLATE CONNECTlVlTY ELEHENT NODE ELEHENT %ODE NO. JA JB JC JD NO. JA JB JC JD 179 190 207 208 191 180 191 208 209 192 181 192 209 210 193 182 193 . 210 211 194 18311 194 211 212 195 18411 195 212 213 .196 185*1 196 213 214 197 186*>> 197 214 215 19S 187 198 215 216 199 188 199 216 217 200 189 200 217 218 201 190 201 218 219 202 191 202 219 220 203 192 . 203 220 221 204 193 205 222 223 206 194 206 223 224 207 195 207 224 225 208 196 208 225 226 209 197 209 226 227 210 198 210 227 22S 211 199 211 228 229 212 200*>> 212 229 230 213 2011* 213 230 231 214 2021>> 214 231 232 215 203 215 232 233 216 204 216 233 234 217 205 217 "

234 235 218 206 218 235 236 219 207 219 236 237 220 20S "

220 237 238 221 209 222 239 240 223 210 223 240 241 224 211 224 241 242 225 212 225 242 243 226 213 226 243 244 227 214 227 244 245 228 215** 228 245 246 229 21611 229 246 247 230 217 I 230 247 248 231 218*>> 231 248 249 232 219 232 249 250 233 220 233 250 251 234 221 234 251 252 235 222 235 252 253 236 223 ZM 253 254 237 224 237 254 255 23S 225 239 256 257 240 226 240 257 25S 241 227 241 258 259 242 228 242 259 260 243 229 243 260 261 244 230 244 261 262 245 231** '245 262 263 2C6 23211 246 263 264 247 233*1 2C7 264 265 248 2341>> 248 265 266 249 235 249 266 267 250 236 250 267 268 251 237 251 268 269 252 238 252 269 270 253

j FIELO REV NO I ~g HE035/11 DATE 92 10-09 PAGE 13 i*0 1 1 i1 0**1i***i%iI***tii1 i@ 1 1 li1 ii1***0**0iiiP 0 I0 0 i1 t ii0 iiiii0 it0 0 0 1 1 1 1 0 i1 1***I PAGE NO.

FlLENANE>HNPBP29

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• e yyy*yyell11*1***1110ii001i10i1*1lopt100t0000tOott111111*11tOOIIIOiOi111i100111tiii010 BASEPLATE COHNECT 1 VlTY ELEHEHT NODE ELEMEHT %6)E NO. JA JB JC JD HO. JA JB JC JD 239 253 270 271 254 240 254 271 272 255 2C1 256 273 274 257 242 257 . 274'75 258 243 258 275 276 259 244 259 276 277 260 245 260 277 278 261 246 261 278 279 262 2C7 262 279 280 263 248ii 263 280 2S1 264 249

• 264 281 282 265 250*" 265 282 2S3 266 251 266 283 284 267 252, 267 284 285 268 253 255 268 270 285 287 286 288 271'69 269 271 286 288 287 289 270 272

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PLANT MOD. NO.

NE035/11 DATE 92.10-09 PAGE 14 FIELD REV. NO.

tie*t100110l1llltlt01POOItlt140440%044t004tlllOIOe01*llltlt0411111t0101111111111 PAGE NO. why'~

• FILENANEeHHPBP29 /~pc. >Y. a~go

~ fg++yye110tlOtltlt11000011lt1*tllOOt10P11%101ltlt004100111*it0110011010000ltiP111tlt NMAL l COORD HATES l J F RANE NME X Y 2 LlNE LIHE NME l COORD HATE l COORD NATE l COORD HATE 1 1 0.000 0.000 0.000 1 2 2 0.000 1.000 .0.000 1 3 3 0.000 3.000 0.000 1 4 4 0.000 5.000 0.000 1 5 5 0.000 6.000 0.000 1 6 6 0.000 7.000 0'.000 1 7 0.000 8.000 0.000 8 8** 0.000 10.000 0.000 1 9 9 0.000 12.000 0.000 1 10 10m>> 0.000 14.000 0.000 11 0.000 16.000 0.000 1 12 12 0.000 17.000 0.000 1 13 13 0.000 'l8.000 0 000 1 14 14 0.000 19.000 0.000 1 15 15 0.000 20.000 0.000 1 16 16 0.000 23.000 0.000 1 17 0.000 24.000 0.000 2 'l 18 1.000 0.000 0.000 2 2 19 1.000 1.000 0.000 2 3 20 1.000 3.000 0.000 2 4 1.000 5.000 0.000 2 5 1.000 6.000 0.000 2 6 23 1.000 7.000 0.000 2 7 2/ 4+ 1.000 8.000 0.000 2 8 25** 1.000 10.000 0.000 2 9 261* 1.000 12.000 0.000 2 10 27 1.000 14.000 0.000 2 11 28~~ 1.000 16.000 0.000 2 12 1.000 17.000 0.000 2 13 ~

30 1.000 18.000 0.000 2 14 31 1.000 19.000 0.000 2 15 32 1.000 20.000 0.000 2 16 33 1.000 23.000 0.000 2 17 . 1.000 24.000 0.000 3 1 35 4.000 0.000 0.000 3 '2 36 4.000 1.000 0.000 3 3 37 4.000 3.000 0.000 3 4 38 4.000 5.000 0.000 3 5 39 4.000 6.000 0.000

NE035/11 DATE 92 10 09 PAGE 15

/uz-ass i" tttttttsttttttttttttttttttttttttttttttttIttttttttttttttttttttttttttttttttttttttttt FILEKAHEtHHPBP29 FIELD REV. ND.

PAGE NO.

4 l 11111111111111**tilt***tt*11**llttlttltlltttltll*11*111111111111111111t111111*111*111 ~>c. ~S ur 3o NODAL COORDINATES J F RANE HODE X Y 2 LINE LINE NODE COORD I NATE COORD I NATE COORDINATE 3 6 40 4.000 7.000 0.000 3 7 4.000 8.000 0.000 3 8 421* 4.000 10.000 0.000 9 4311 4.000 12.000 0.000 3 10 44*1 4.000 14.000 0.000 3 11 I511 4.000 16.000 0.000 3 12 46 4.000 17.000 0.000 3 13 47 4.000 18.000. 0.000 14 48 4.000 19.000 0.000 3 15 49 4.000 20.000 O.ODO 3 16 50 4.000 23.000 0.000 3 17 51 4.000 24.000 0.000 4 1 52 5.000 .0.000 0.000 4 2 53 5.000 1.000 0.000 4 3 54 5.000 3.000 0.000 4 4 55 5.000 5.000 0.000 4 5 56 5.000 6.000 0.000 4 6 57 5.000 7.000 0.000 4 7 5811 5.000 8.000 0.000 4 8 59

• 5.000 10.000 0.000 4 9 60*1 5.000 12.000 0.000 4 10 61*1 5.aoo 14.aao o.ooa 4 11 62** 5.000 16.000 0.000 4 12 63 5.000 17.000 0.000 4 13 64 5.000 18.000 0.000 4 14 65 5.000 19.000 0.000 4 15 66 5.000 20.000 0.000 4 16 . 67 5.000 23.000 0.000 4 17 68 5.000 24.000 0.000 5 1 69 6.000 0.000 0.000 5 .2 70 6.000 1.000 0.000 5 3 71 6.000 3.000 0.000 5 72 6.000 5.000 O.DOO 5 5 73 6.000 6.000 0.000 5 6 74 6.000 7.000 0.000 5 75*1 6.aoo e.ooo 0.000 5 8 7611 6.000 10.000 0.000 5 9 77

• 6.000 12.000 0.000 5 10 7811 6.000 14.000 o.aao 5 11 79 1 6.000 16.000 0.000

NE035/11 DATE 92 10.09 16 PLANT Moo. <<o P PAGE 0 ttttttttttttttttttttt'ttttttt'ttttt*ttttttttttttt*tt*tttttttttttt*1**ttt**ttttttttt p~~p icy. NO.

~

PALP gP

'ILEHAHE>>NHPBP29 /I gg go tttttt**tttttttt>>ttttttttttttttttttttttttttttttttttttt****ttttttttttttttttttt*ttt**tt NODAL COORDINATES I J F RANE NODE X Y 2 LINE LINE NODE COORDINATE COORDINATE I COORD HATE 12 80 6.000 17.000 0.000 13 81 6.000 18.000 .O.MO 14 82 6.000 19.000 O.OM 15 83 6.000 20.000 0.000 16 84 6.000 23.000 0.000 17 85 6.000 24.000 0.000 1 86 7.000 0.000 0.000 2 87 7.000 1.000 O.MO 88 7.000 3.000 0.000 89 7.000 5.000 0.000 90 7.000 6.000 0;000 91 7.000 7.000 0.000 92>>* 7.000 8.000 0.000 93*>> 7.000 10.000 0.000 9 94*>> 7.000 12.000 0.000 10 95>>>> 7.000 14.000 0.000 11 96>>t 7.000 16.000 0.000 6' 12 97 7.000 17.000 0.000 13 98 7.000 18.000 0.000 14 99 7.000 19.000 0.000 15 100 7.000 20.000 0.000 16 101 7.000 23.000 0.000 17 102 7.000 24.000 0.000 1 103>>t 8.000 0.000 0.000 104>>t 8.000 1.000 0.000 105*>> 8.000 3.000 0.000 106>>* 8.000 5.000 0.000 107 8.000 6.000 0.000 108*>> 8.000 7.000 0.000 109 t 8.000 8.000 '.000 110** 8.000 10.000 0.000 111*>> 8.000 12.000 0.000 10 112>>* 8.000 14.000 0.000 11 113*>> . 8.000 16.000 0.000 12 114** 8.000 17.000 0.000 13 115** 8.000 18.000 0.000 14 116>>t 8.000 19.000 0.000 15 117 t 8.000 20.000 0.000 16 118*>> 8.000 23.000 0.000 17 119>>* 8.000 24.000 0.000

PLANT MOD. NO.J~

ME035/11 DATE 92-10-09 PACE 17 PAGF NO. n)Avf 101**00*11111110001*111>>P>>1011011>>IPPIIIPPII>>111*01>>P1111111PIIPPP1101011111100110 FILEMAMEPHNPBP29 gg~ /7~8

• • 11010110100001110>>1**11101>>1**00011101111>>11*11110000011*00011010***000010000010001 NODAL COORDINATES I J FRAME X Y 2 LINE LINE NDDE COORDINATE COORDINATE COORDINATE 8 1 120*0 10.000 0.000 0.000 8 2 1210* 10.QQQ 1.000 Q.oaa 8 3 1220>> 10.000 3.000 0.000 8 4 123

• 10.000 5.000 0.000 8 5 12400 10.000 6.000 0.000 8 6 1250* 10.000 7.000 0.000 8 7 126** 10.000 8.000 0.000 8 8 127 I 10.000 10.000 0.000 8 1280>> 10.000 12.000 O.QQQ 8 10 129

• 10.000 14,000 0.000 8 130*>> 10.000 16.000 0.000 8 12 131>>* 10.000 17.000 0.000 8 13 13200 10.000 18.000 0.000 8 14 133** 10.000 19.000 0.000 8 15 13400 10.000 20.000 0.000 8 16 1350>> 10.000 23.000 0.000 8 17 136*0 10.000 24.000 0.000 9 1 13700 12.000 a.aaa a.ooo 9 2 1380>> 12.000 1.000 0.000 9 3 1390>> 12.000 3.000 0.000 9 4 140** 12.000 5.000 0.000 9 5 141*0 12.000 6.000 0.000 9 6 1420>> 12.000 7.000 0.000 9 7 143*0 12.000 '.000 0.000 9 .8 144*0 12.000 10.000 0.000 9 9 14500 12.000 12.000 0.000 9 10 146** 12.000 14.000 0.000 9 11 1470>> 12.000 16.000 0.000 9 12 14800 12.000 17.000 0.000 9 13 1490>> 12.000 18.000 0.000 9 14 1500>> 12.000 19.000 0.000 9 15 151*0 12.000 20.000 0.000 9 16 1520* 12.000 23.000 0.000 9 17 153** 12.000 24.0QQ a.aoa 10,1 154*>> 14.000 0.000 0.000 10 2 155*1 14.000 1.000 0.000 10 3 156*0 14.000 3.000 0.000 10 4 15700 14.000 5.000 0.000 10 5 158** 14.000 6.000 0.000 10 6 1590* 14.000 7.000 0.000

PLANT MOD. NO. ~P~k FIELD REV. NO.

4m~/

&'AGE HE035/11 DATE 92.10-09 PAGE 18 NO.

• >>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>>>****>>>>>>>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

~pc ir u+Q>

FILENAHE>>HNPBP29

>>

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

NODAL COORDINATES I J FRAHE NODE X Y 2 LIKE LIKE KOOE COORDINATE COORDINATE COORDINATE 10 7 160** 14.000 8.000 0.000 10 8 161>>* 10.000 .0.000 14.000'4.000 10 9 162*>> 12.000 0.000 10 10 1 63*>> 14.000 14.000 0.000 10 11 164>>>> 14.000 16.000 0.000 10 12 165*>> 14.000 17.000 0.000 10 13 166>>>> 14.000 18.000 0.000 10 14 167

• 14.000 19.000 0.000 10 15 168">> 14.0aa 20.000 0.000 10 16 169 14.000 23.000 0.000 1a 17 170>>>> 14.000 24.000 0.000 11 171>>* 16.000 0.000 0.000 11 172>>>> 16.000 1.000 Li a.aaa 11 173>>* 16.000 3.000 0.000 11 174>>>> 16.000 5.000 0.000 11 175** 16.000 6.000 0.000 11 176*>> 16.000 7.000 0.000 177>> 16.000 8.000 0.000 178*>> 16.000 10.000 0.000 9 l?9>> 16.000 12.000 0.000 10 180>>>> 16.000 14.000 0.000 181>>* 16.0QO 16.0QO O.DDD 12 182*>> 16.000 17.000 0.000 13 1 83>>>> 16.000 18.000 0.000 14 184>>>> 16.000 19.000 0.000 15 185>>>> 16.000 20.000 O.OQO 16 186*>> 16.000 ~ "23.000 0.000 11 17 187>> 16.000 24.000 0.000 12 1 188 17.000 0.000 0.000 12 2 189 17.000 1.000 0.000 12 3 190 17.000 3.000 0.000 12 191 17.000 5.000 0.000 12 5 192 17.000 6.000 0.000 12 193 17.000 7.000 0.000 12 194>>* 17.000 B.QQO 0.000 12 8 195*>> 17.000 10.000 0.000 12 9 1 96>>>> 1?.OQO 12.aoo 0.000 12 10 197 >> 17.000 14.000 0.000 12 11 198** 17.000 16.000 0.000 12 12 199 17.000 17.000 0.000

MNT MOO. NO.~

FIELD t EV. WO.

NE035I11 DATE 92-10-09 PAGE 19 PAG~ t'O.

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

+.jc FILENANE=HNPSP29

~ I**11*1*1*tilt*4111111**111**1110*t01111111111%I*OPI****11011tl1110411111011ttttt*10 NODAL COORD I NATES I FRAME KDDE X Y 2 LINE LINE NODE COORDINATE COORD I NATE COORDINATE 12 13 200 17.000 18.000 0.000 12 14 201 17.000 19.000 .0.000 12 15 202 17,000 20.000 0.000 12 16 203 17.000 23.000 0.000 12 17 204 17.000 24.000 0.000 13 1 205 18.000 0.000 0.000 13 2 206 18.000 1.000 0.000 13 .3 207 18.000 3.000 0.000 13 4 208 18.000 5.000 0.000 13 5 209 18.000 '.000 0.000 13 6 210 18.000 7.000 0.000 13 7 211~ 18.000 8.000 0.000 13 8 212~* 18.000 10.000 0.000 13 9 213** 18.000 12.000 0.000 13 10 214~~ 18.000 14.aoo o.aoa 13 11 215*~ 18.000 16.000 0.000 13 12 216 18.000 17.000 0,000 13 13 217 18.000 18.000 0.000 13 14 218 18.000 19.000 0.000 13 15 219 18.000 20.000 0.000 13 16 220 18.000 23.000 0.000 13 17 221 18.000 24.000 0.000 14 1 222 19.000 0.000 0.000 14 2 223 19.000 1.000 0.000 14

" 3 224 19.000 3.000 0.000 14 225 19.000 5.000 0.000 14 226 19.000 6.000 0.000 227 19.000 7.000 0.000 14 228*4 19.000 8.000 0.000 14 229

• 19.000 10.000 0.000 14 -230+4 19.000 12.000 0.000 14 10 231*~ 19.000 14.000 0.000 14 11 23240 19.000 16.000 '.000 14 12 233 19.aaa 17.000 0.000 14 13 234 19.000 18.000 0.000 14 14 ?35 19.000 19.000 0.000 14 15 236 19.000 20.000 0.000 14 16 237 19.000 ?3.000 0.000 14 17 238 19.000 24.000 0.000 15 1 239 21".000 0.000 0.000

PLANT lvlCD. NQ. J~~-8 HE035/11 DATE 92-10-09 PAGE 20 FIELD REV. NO.

PAGE NO.

~y~

~4nl~

~ 111*11111111ttt1*IIIII>>1111>>tttttttttt1111111t1111*tt*11t>>ttttt>>1111111111*11111 FILENANEIHNPBP29

• 1111111>>11>>>>*111111>>1111**111>>ttt>>1*t>>11111111111111111111**tttt111111111111111>>I>>11 NODAL COORDINATES I J F RANE NODE X Y 2 LINE LINE NODE COORDINATE COORDINATE COORDINATE 15 2 240 21.000 1.000 0.000 15 3 241 21.000 3.000 0.000 15 242 21.000 5.000 0.000 15 5 243 21.000 6.000 0.000 15 6 244 21.000 7.000 , 0.000 15 7 245*>> 21.000 8.000 0.000 15 8 24611 21.000 10.000 0.000 15 9 2471* 21.000 12.000, O.ODO 15 10 2481>> 21.000 14.000 0.000 249 *

"

15 11 21.000 16.000 0.000

~ 15 12 250 21.000 17.000 0.000 13 251 21.000 18.000 0.000 14 252 21.000 19.000 0.000

'IS 253 21.000 20.000 0.000 15 16 254 21.000 23.000 0.000 15 17 255 21.000 24.000 0.000 16 1 256 23.000 0.000 0.000 16 2 257 23.000 1.000 0.000 16 3 258 23.000 3.000 0.000 16 4 259 23.000 5.000 0.000 16 5 260 23.000 6.000 0.000 16 6 261 23.000 7.000 0.000 16 7 2621>> 23.000 S.DOO 0.000 16 8 263*1 23.000 10 F 000 0.000 16 9 26411 23.000 '2.000 0.000

=

16 10 26511 23.000 14.000 0.000 16 11 26611 23.000 16.000 0.000 16 12 267 23.000 17.000 0.000 16 13 26S 23.000 18.000 0.000 16 14 269 23.000 19.000 0.000 16 15 270 23.000 20.000 0.000 16 16 271 23.000 23.000 0.000 16 17 272 23.000 24.000 0.000 17 1 273 24.000 0.000 0.000 17 2 274 24.000 1.000 0.000 17 3 275 24.000 3.000 0.000 17 4 276 24.000 5.000 0.000 5 277 24.000 6.000 0.000 17 6 278 24.000 7.000 0.000 17 7 279

• 24.000 8.000 0.000

PLANT MOD YO. 7 FIELD REV. NO. ol NE035/11 DATE 92-10 09 PAGE 21 PAGE NO.

~ ii1441414111*I****0*OOOPOt0004100111*11*II*11$100110*OP1011110i1010410141P011000

~pc. gy ~3o FILENANE>HNPSP29

• *

• iil1P101*11*011100110*1010101100$ 01001I010111101**01110N*01011)0001*010110001NIOI NODAL COORD I NATES I J FRANE NODE X Y 2 LINE LINE NODE COORD I NATE COORD I NATE COORDINATE 17 8 280** 24.000 10.000 0.000 17 9 281~* 24.000 12.000 .0.000 17 10 282~~ 24.000 14.000 0.000 17 11 283~* 24.000 16.000 0.000 17 12 284 24.000 17.000 0.000 17 13 285 24.000 18.000 0.000 17 14 286 24.000 19.000 0.000 17 15 287 24.000 20.000 0.000 17 16 288 24.000 23.000 0.000 17 17 289 24.000 24.000 0.000 NODES AT APPLICATION OF LOADS 5 5(OFFSET) 290 6.000 6.000 .375 5 13(OFFSET) 291 6.000 18.000 .375 13 5(OFFSET) 292 18.000 6.000 ~ 375 13 13(OFFSET) 293 18.000 18.000 .375

PLAiNT MOD. NO.

FIELD REV. NO.

HE035/11 92.10-09 PAGE NO.

DATE PAGE 22

~ iiiiii*iiii*iiiiiiiiiiiiii**iiiiiiiiiiiiiiiii*iiiiiiiiiiiiiiiliiiiiiiiiiiiiiiii*i FILENANEiHNPBP29 iiiii**i*iiiii**i**iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii*iiiiiiiiiiiii*iiiiiiiiiiiiiiiii CONCRETE STIFFNESS DATA NODE EFFECTIVE CONCRETE NODE EFFECTIVE CONCRETE AREA ST1FFNESS AREA ST1FFNESS 1 .250 .607E+05 2 .750 .182E+06 3 1.000 .243E+06 4 .750 ..182E+06 5 .500 .121E+06 6 .500 .121 E+06 7 .250 .607E+05 8 0.000 0.00 9 0.000 0.00 10 0.000 0.00 11 .250 .607E+05 12 .500 .121E+06 13 .500 .121E+06 14 .500 .121E+06 15 1.000 .243E+06 16 1.000 .243E+06 17 .250 .607E+05 18 1.000 .243E+06 19 3.000 .728E+06 20 4.000 .971E+06 21 3.000 .728E+06 22 2.000 .485E+06 23 2.000 .485E+06 24 1.000 .243E+06 25 0.000 0.00 26 0.000 0.00 27 0.000 0.00 28 1.000 .243E+06 29 2.000 .485E+06 30 2.000 .485E+06 31 2.000 .485E+06 32 4.000 .971E+06 33 4.000 .971E+06 34 1.000 .243E+06 35 1.000 .243E+06 36 . 3.000 .728E+06 37 4.000 .971Ei06 38 3.000 .728E+06 39 2.000 .485E+06 40 2.000 .485E+06 41 1.000 .243E+06 42 0.000 0.00 43 0.000 0.00 44 0.000 ~

0.00 45 1.000 .243E+06 46 2.000 .485E+06 47 2.000 .485E+06 48 2.000 .485E+06 49 4.000 .971E+06 50 4.000 .971E+06 51 1.000 .243E+06 52 .500 .121E+06 53 1.500 .364E+06 54 2.000 .485E+06 55 1.500 .364E+06 56 1.000 .243E+06 57 1.000 .243E+06 58 .500 .121E+06 59 0.000 0.00 60 0.000 0.00 61 0.000 0.00 62 .500 .121E+06 63 1.000 .243E+06 64 1.000 .243E+06 65 1.000 .243E+06 66 2.000 .485E+06 67 2.000 .485E+06 68 .500 .121E+06 69 .500 .121E+06 70 1.500 .364E+06 71 2.000 .485E+06 7Z 1.500 .364E+06 73 1.000 .243E+06 74 1.000 .243E+06 75 .500 .121E+06 76 0.000 0.00 0.000 0.00 78 0.000 0.00

PLAN7 MOD NO FIELD REV. NO.

• HE035/11 DATE 92-10-09 PAGE 23 PAGE NO.

• • 1111111111111111111111111*1111111111111111*11111111*1111111111111111111*1111111 FII.EMAHEtHNPBP29 111111*1*1*11111*ttllt*1*l*111111111tt*1111***1l1*11111*111111111111111111111**111111 COHCRETE STIFFHESS DATA NODE EFFECTIVE COHCRETE MODE EFFECTIVE CONCRETE AREA STIfFNESS AREA STIFFNESS

.500 .121E+06 80 1.000 .243E+06 81 1.000 .243E+06 82 1.000 .243E+06 2.000 .485E+06 84 2.000 .485E+06 85 .500 .121E+06 86 .500 .121E+06 87 1.500 .364E+06 88 2.000 .485E+06 89 1.500 .364 E+06 90 1.000 .243E+06 91 1.000 .243E+06 92 .500 .121E+06 0.000 0.00 94 0.000 0.00 0.000 0.00 96 .500 .121E+06 97 1.000 .243E+06 98 1.000 .243E+06

~ 99 1.00D .243E+06 100 2.000 .485E+06 2+000 .485E+06 102 .500 .121 E+06

..250 .607E+05 104 .750 .182Ei06 1.000 .2C3E+06 106 750 .182E+06 107 .500 .121E+06 108 .500 .121E+06 109 .250 .607E+05 110 0.000 0.00 111 0.000 , 0.00 112 0.000 0.00 113 .250 .607E+05 114 .500 .121E+06 115 .500 .121E+06 116 .500 .121E+06 117 1.000 .243E+06 118 1.000 .243E+06 119 .250 .607E+05 120 0.000 0.00 121 0.000 0.00 122 0.000 0.00 123 0.000 0.00 124 0.000 0.00 125 0.000 O.DO 126 0.000 0.00 127 0.000 0.00 128 0.000 0.00 129 0.000 0.00 130 0.000 0.00 131 0.000 0.00 132 0.000 0.00 133 a.aoa 0.00 134 0.000 0.00 135 0.000 0.00 136 0.000 0.00 137 0.000 0.00 138 0.000 0.00 139 0.000 0.00 140 0.000 0.00 141 0.000 0.00 142 0.000 0.00 143 0.000 0.00 1CC 0.000 0.00

" 0.'000 145 0.00 146 0.000 0.00 147 0.000 0.00 148 0.000 0.00 149 0.000 0.00 150 0.000 0.00 151 0.000 0.00 152 0.000 0.00 153 0.000 0.00 15C 0.000 0.00 155 0.000 0.00 156 0.000 0.00 157 0.000 0.00 158 0.000 0.00

PLANT>~pD Np FIELD REV. Np O

NE035/11 DATE 92.10-09 PAGE 2C PAQENp > g p rr F 111***1*1111111111111111*11*ttttttttttttttttttttttttttttttt1111111111111111111*tt FII.EHAHEtNHPBP29 t t t

• 11 1 1 1 1 1 1 t 1 1 t 1 1 1 1 I1 t 1 1 1 1 1 1 1 I1 1 1 1 11 1 1 1 1 I1 1 1 1 1 1 1 1 1 1 1 1 1 1 1*11 1 1 1 1 1 1 1 1 1 1 1 1 1 1*11*11 1 1 1 1*

CONCRETE STIFFNESS DATA NS)E EFFECTIVE COHCRETE NQ)E EFFECTIVE CONCRETE AREA STIFFNESS AREA STIFFNESS 159 0.000 0.00 160 0.000 0.00 161 0.000 0.00 162 0.000 0.00 163 0.000 0.00 164 0.000 0.00 165 0.000 0.00 166 0.000 0.00 167 0.000 0.00 168 0.000 0.00 169 0.000 0.00 170 0.000 0.00 171 .250 .607E+05 172 .750 .182E+06 173 1.000 .243E+06 174 .750 .182E+06 175 .500 .121E+06 176 .500 .12IEt06 177 .250 .607E+05 178 0.000 0.00 179 0.000 0.00 180 0.000 0.00 181 .250 .607E+05 182 .500 .121 E+06 183 .500 .121E+06 184 .500 .121E+06 185 1.000 ~ 243E+06 186 1.000 .243E+06 187 .250 .607E+05 188 .500 .121E+06 189 1.500 .364E+06 190 2.000 .485E+06 191 1.500 .364E+06 192 1.000 .243E+06 193 1.000 .243E+06 194 .500 .121E+06 195 0.000 0.00 196 0.000 0.00 197 0.000 '0.00 198 .500 .121E+06 199 1.000 .243E+06 200 1.000 .243E+06 201 1.000 .243E+06 202 2.000 .485E+06 203 2.000 .485E+06 204 .500 .121E+06 205 .500 .121 E+06 206 1.500 .364E+06 207 2.000 .485E+06 208 1.500 .364E+06 209 1.000 .243E+06 210 1.000 .243E+06'.00 211 .500 .121E+06 212 0.000 213 0.000 0.00 214 0.000 0.00 215 .500 .121E+06 216 1.000 .243E+06 217 1.000 .243E+06 218 1.000 .243E+06 219 2.000 .485E+06 220 2.000 .485E+06 221 .500 .121E+06 222 .750 .182E+06 223 2.250 .5C6E+06 224 3.000 .728E+06 225 2.250 .546E+06 226 1 '00 .364E+06 227 1.500 .364E+06 228 .750 .182E+06 229 0.000 0.00 230 0.000 0.00 231 0.000 0.00 .750 ~ 182E+06 233 1.500 .364E+06 1.500 .364E+06 235 1.500 .364E+06 236 3.000 .728E+06 3.000 .728E+06 238 .750 .182E+06

PLANT MCD. Nv.

FIELD REV. NO.

NE035/11 DATE 92 10 09 PAGE 25 PAGE NO.

10*1*1000100$ 00100111111100000000011001111110$ 1000101010010011*000**1111*110011010

/<p'3~ i F ILENAHEIHHPBP29 000000**11*00**0*11110**I*000001111010000110011010011100101010*1*1*1*0111*00011000001 COHCRETE STIFFNESS DATA NODE EFFECTIVE CONCRETE NODE EFFECTIVE CONCRETE AREA STIFFNESS AREA STIFF HESS 239 1.000 .243E+06 240 3.000 .728E+06 241 4.000 ~ 971E+06 242 3.000 .728E+06 243 2.000 .485E+06 244 2.000 .485E+06 245 1.000 .243E+06 246 0.000 0.00 247 0.000 0.00 248 0.000 0.00 249 1.000 .2438+06 250 2.000 .485f+06 251 2.000 .485E+06 252 2.000 .485E+06 253 4.000 .971E+06 254 4.000 .971E+06 255 1.000 .243E+06 256 .750 .182E+06 257 2.250 .546E+06 258 3.000 .728E+06

. 259 2.250 .546E+06 260 1.500 .364E+06 1.500 .364E+06 262 .750 .182E+06 o.aao 0.00 264 0.000 0.00 0.000 0.00 266 .750 .182E+06 267 1.500 .364E+06 268 1.SOO .364E+06 269 1.500 .364E+06 270 3.000 .728E+06 271 3.000 .728E+06 272 .750 .182E+06 273 .250 .607E+05 274 .750 .182E+06 275 1.000 .243E+06 276 .750 .182E+06 277 .500 .121E+06 278 .500 .121E+06 279 .250 .607E+05 280 0.000 0.00 281 O.ODD 0.00 282 0.000 0.00 283 .250 .607E+05 284 .500 .121E+06 285 .500 .121E+06 286 .500 .121E+06 287 1.000 .243E+06 288 1.000 .243E+06 289 .250 .607K+OS SUHHATIOH OF EFFECTIVE AREAS I 256.000 PLATE AREA' 256 000 TOTAL COHCRETE STIFFNESS I .621E+08

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

PLANT MOD. NO.

ME035/11 DATE 92.10 09 PAGE 26 PAGE NO. 7/~

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

~ 11 .743230E-03 109 -.695889E-03 171 .703512E-03 92 -.590661E. 03 12 .671962E.03 108 -.589404E-03 28 .640808E-03 91 -.480564E.03.

172 . .624676E.03 228 -.480464E 03 188 .606989E-03 75 -.466218E.03 13 .604320E-03 107 -.463517E-03 29 .569074E-03 116 -.461453E-03 14 .544064E-03 117 -.437625E-03 189 .531428E-03 211 -.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. 94 -1401. 213 -1109. 62 -1078.

206 -1065. 214 -1023. 222 .936. 212 -883.

35 868. 190 -804.

ELEHENZS - 2 FACE ELEH SIGNA ELEH SIGHA ELEH SIGNA ELEH S I GHA 1452. 94 1378. 213 1119. 214 1057.

206 1040. 62 1037. 222 933. 212 888.

35 .883. 190 816.

CONCRETE LOADS NODE 2 PRESS NODE 2 PRESS NODE 7-PRESS NODE 2 PRESS 109 169. 92 -143. 108 -143. 91 -117.

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PlANT MOO. NO.

PROCRAH: HE035 BASEPLATE SNW: $ 9601 0110 AAI 0157 DATE: 92-10-09 RELEASE 11 NOS/VE 1.5.3 L765 TINE: 15:08:08 PAGE NO.

paCe: 28 BOLT LOADS g>y~ ~e ~~o NODE X-SHEAR Y SHEAR SRSS TENSION 19 -25. 28. 37. 110.

49 -152. 153. 216. 61.

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271 43. 44. '&.

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91 .190584 18 -.797421E-02 75 .188574 289 -.642456E-02 106 .177463 272 -.260286E-02 90 .175495 288 -.242428E.02 74 .173489 274 -.218337E-02 58 .171446 239 -.866966E.03 0 U A D R I L A T E R A L PLATE PR INC IPAL STRESSES ELEHEMTS + 2 FACE ELEH Sl QIA ELBI SI QIA ELEH Sl QIA EL EH S I GHA 2 -'I2029. 17 -96M. 242 "

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1 -7929. 18 -7505. 241 -6740. 226 -6273.

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PLANT MOO. NO.

FIELD REV. NO.

DISCIPLINE DESIGN VERIFICATION RECO AGE NO.

l. Instructiaa to Verification Persaael Plant [ ) Q (C ss A)

Project 0 eismic (Class 8)

File Ho. leveL [ ] FP 4 (C'lass 0)

Oocuaent Mo. Rev [ ] 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. Veri fication Oocaaaentatlon Applicability Disci i\he Disci line Hechani ca( [) Civil Structural HVAC [l ~ Seiaaic Equip. Qual. [l Electrical Civil Stress [)

LE@ [) Fire Protection []

Environnental Qualification [l Hen Factors []

Haterials []

[)

Other [)

Verification Hethods Used:

gf Oesig;. Re"lest [ ) Alternate Calculations [ ) Qualification Testing Design Document Aci ~~7 - ccaments attached.

Design Verifier Date C

AcknoMLedgemcnt of peri fication:

(OPE) Date ill. Resolution of C~st Caments Resolved (See Attached):

(RE) Date Action taken aekes Design Oocunents Acceptable:

Design Verifier Date (DPE) Date HED Procedure 3.3/Rev. 50

PLANT MOD. NO.

FIELD REV. NO.

PAGE NO.

<'5 7nFw DlSClPLlNE DESiGN VERIFICATlQI RECtNtD CCHMENT SNEET Plant Project File No.

Docuaent No. Rev This sheet is only required shen comnents are being made.

Comnent Resolved No. Ccmnent Resolution initial/Date NED Procedure 3.3/Rev. 50

CAROLINA POXER tc LIGHT COXP)QPC CALCULATIONNUMBER HARRIS NUCLEAR PLANT 141-1A PCN/PID NUMBER PAGE RB1/!SION PCR-6547 SUBJECT ORJOINATOR'S IN?TIALS/DATE SI CHARGING PUMP ALTERNATE MINI-FLOW LINE, RELIEF e-i~~z.

CHECKER'S INmALS/DATE 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.

HANGER NO. S-H-4420 NODE PT.74 1 ISO NO. CS-58 SUPPORT Ah-S.2. ~~

SYSTEX CONDITION Pz Fy t~ Nx le (LBS) (LBS) (LBS) (PT-LBS) (FZ-LBS) (FT-LBS)

-5W S'l DEADWEIGHT 19 ~ -48. -5. 72 ~

13 THERMAL I -301. -21. -3 THERMAL II THERMAL IZZ OS%. SANl:

DBE SAM IO'L "IO'l OBE ( Inertia) 14. 7 ~ 12. 16. 28.

Z.o 3 ZA I I \ QE DBE(Inertia) 24. 12. 18. 26. 48.

UPSET (+)

UPSET EMERGENCY(+)

EMERGENCY(-)

DISPLACEKENTS Lebzoc.o Cau iR).-LP O ~t.

~ 6 Lac o-'

Z.'h.R'La I:L."i:O=

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

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

THERMAL INOLLIAQ I

THERMAL I I THERMAL ZZZ posT hcclDEÃn NOTES: 1. +X ~ NORTH, +Y ~ UP, +2 ~ EAST.

2 ~

3 ~

, Page I DESIGN VERIPICATZO)f of the COMPLETED DESIGN PACKAGE (Wg (Class A)

Project 0 ( ) Sell&le (Class g)

File No. Level [ ) FP.O (Class O)

Oocueent No. C ( ) Other Nark each Discipline or Area of expertise addressed by Discipline Technical Revfevs.

Disci ll Olscf line Nechanfcaf Civl I Structural HVAC () Seiaafc Equip. Ousl. ()

Electrical M Civil Stress lCC M Ffre Protection (W Envfr~taf Qual'lf'Ication W H~ Factors Naterfal ~ ()

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 I lty safety (Industrial and Nuclear) and achel ence to appropriate codes, standards, and regulatory requfr~ts?

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

7. Are specified mterf ~ la and processes suitable for the Intended appl I cation?

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 Applicab Le,'ive reason.

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

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

<QPE>

~1<<l~~

I Resolution of Cats)

Contents Resolved (See Attached):

(EE) Date Action taken mkes Design Oocwcnts Acceptable:

Lead Verifier Date (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 Page 1

. ~55+7 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 STATUS-'rtP- NO.: d' REVISION: ~~ A~ 0 PRELIMINARY APPROVED POR CONSTRUCTION OPERATIONAL CLOSED OUT RESPONSIBLE ORGANIZATION: nfiPD RESPONSIBLE ENGINEER:

REVIEWER: TITLE:

SAFE SHUTDOWN CAPABILITY IMPACT REVIEW 1.0 Does design change affect safe-shutdown (SSD) flow diagrams or components? Yes [g No Does design change affect performance requirement of a safe-shutdown function? Yes + No Does design change affect pre- or post fire rackout oz manual operation of safe-shutdown components? Yes + No 1.3 Does design change delete SSD components? Yes Q No 1.4 Does design change add new manual SSD components? Yes Q No 93 1.5 Does design change add or revise SSD components? Yes Q No 1.6 Does design change affect associated circuits? Yes + No 1.7 Does design change affect plant radio communications? 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 ~ 1~1 Does design change affect a eater suppression system? Yes No [P 2~1~2 Does design change affect a gaseous suppression system? Yes + No 2 ' ct stems 2.2.1 Does design change affect, fire detection system components? Yes + No Qj) 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.

2.3.L Does'esign change require breaching or modifying any fire barriers? Yes + No i 2.4 F' Pr a J

2~4 1 Does the design add non-IEEE

+

~

cables? Yes No gjf 2.4.2 Does design change affect flame impingement shields, curbs, dikes, or drains? Yes No

' bust' 2.5 Co 2.5 ~ 1 Does design change introduce nev or remove combustible materiaL or ecyxipment containing combustible lubricants? Yes Pf No 2.6 e 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 Page 3

.zgp of ~-5r47 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 '

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:

ADDITIONAL COMMENTS ATTACHED Yes Q No Reviewer Date y8'7. 2 Appendix R ompliance Lead Engineer 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.

g:eruqg.vZvnpm4Sa1.FRg

<~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)