ML18010A851

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Rev 5 to Calculation SC-N-062, RCS Wide Range Pressure Loop 3 P-402.
ML18010A851
Person / Time
Site: Harris Duke Energy icon.png
Issue date: 10/05/1992
From:
CAROLINA POWER & LIGHT CO.
To:
Shared Package
ML18010A852 List:
References
SC-N-062, SC-N-062-R05, SC-N-62, SC-N-62-R5, NUDOCS 9210280211
Download: ML18010A851 (60)
v • d • e


Text

9210280211 921012 PDR ADQCI4, 05000400 P PDR HE035/11 DATE 92-10.09 PAGE 1 I*I*I I I I I*I I~~I I I I I~I I~~I I I I I~I*I I~I I I I~I pu~vwoo.No..i'd5-Y'IELD REV..NO,l-4 pAGE Np.M~M!.8",.;

  • PROJECT~JOB NO.*CALC NO.*PREPARED BY SHT NO.DATE CHECKED BY DATE I*11~***I I*11111111***It

~****I 1*t EEEEEEEEE EE E EE EEEE EE EE E 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: 8 VER I F I CAT ION HANUAL VERS I 0'N: 10*I I*I*I I I t*I I t**I I I I I I I**I I I t I I**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*I I**I I'I I*I I*I I*I I*I PROGRAH SPOHSOR-N.KHLAFALLAH
  • TECHHICAL SPECIALIST

-H.Y.DONG*111*1111*1 I I I 1***111*I I I*I I I I I SF 45/4 8-7706 SF 45/4 8-2265*I I*I I**I I*I COPYRIGHT 1984,1987 BECHTEL P(NER CORP.ALL RIGHTS RESERVED.***I I*I t*1 1**1 1**t*t 11**111111**1*11*

V r" V+~4 4+%%~Mi"'7 l y HE035/11 DATE 92-10-09 PAGE 2~010110001100000010001000001000111*001100101110011101010000110101100001111010010 PREPROCESSOR IHPUT DATA CARDS~0011*ll<<001011111*11100111000000000111001111100000010011110000000001111000110111*0*1 PLANT MCC.NO.FIELD REV.NO.PAGE NO.f jpc P o~gi CARD 1 2 3 4 5 6 7 e HO 1234567890123456789012345678901234567e901234567890123456789012345678901234567890 1'2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3 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/LOA2,150,.153,414,1148, 1148,4/Pol 5,13/LOA1,-153,153,-911,-1148,1145,-4/

LOA~~2g 150,-150,414, 1 145~-1 148,4/POI 13,5/LOA~g 1/150, 150,-91 1,-1 145~1 148/4/LOA2,153,-153,414,1148,-1145,4/

POI 13,13/LOA g g 1,-150, 153,-91 1~-1 148~1 148@4/LOA2,153,-150,414,1145,-1145,4/

EHD/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 FILE 2 OUT 3 CON 4 PLA 5 APR 6 BPR 7 BOL 8 BOL 9 BOL 10 BOL 11 COM 12 COH 13 COH 14 CON 15 CUT 16 CUT 17 CUT~EMD TUB TUB 21 TUB 22 TUB 23 EMD 24 POI 25 LOA 26 LOA 27 POI 28 LOA 29 LOA 30 POI 31 LOA'2 LOA 33 POI 34 LOA 35 LOA 36 END 37 END OF MANE>>NNPBP29 0*0 0*o>>o o>>17 17 0>>0*0 1*O>>O 1~2>>2 1>>3>>15 1>>16*2 1>>16*16 1>>7 7 0>>11 0*11>>7 0>>11*>>O.1*7 7 7 1 11>>11>>7 17 5>>5 1>>5>>13 1>>13>>5 1>>13>>13 1*p*1~p*1>>2*0*1>>2*Q>>1>>5>>5 0 0 o>>o 5>>13 0>>0 0>>0 13>>5 0>>0 0>>0 13>>13 0>>0 0>>0 1 0>>0.000>>24.000*2.000*.123E+07 1.000*4.000*23 000>>23.000>>8 000*8.000>>16 000>>16.000*11>>17 11>>4000 000>>24.000*2.000>>168E+06>>1.QQP>>20.000*1 000*23 PPP>>8 000>>16.000>>e.ooo>>16.000>>Q*p*p*0 000>>.750>>.250*.700E+04>>Q.QQQ*0.000*0 000>>0.000>>0.000>>0.000>>0.000>>O.OQO>>p>>p*p*0.000>>29.000*.250*.515E+04>>o.aoo>>0.000>>0 000>>0.000*0 000 0.000*0.000*o.oao*6.000>>6.000*18.000*18.000>>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>>-153.0*150 0>>0.000*-153.0*150.0*0 000>>-150.0>>153.0*0.000>>-150.0*153.0>>0.000*150 0>>-153.0*0.000*153.0>>-150.0*0.000>>150 0>>-153.0*0.000>>153.0>>150.0*0.000*-911.0*414.0>>o.ooa-911.0>>414.0>>0.000>>-911.0>>414.0>>0.000*-911.0*414.0>>0.000>>-1145.0>>1148.0*0.000>>-1148.0*1145.0>>0.000>>-1145.0>>1148.0*0.000*-1148.0*1145 0**>>>>EMD OF INPUT DATA DECK*>>o.ooo>>0.000>>0.000*o.o>>a.aaa*P PQP>>0.000*0 000*0 000>>0.000>>0 000>>o.oaa>>0 000>>1145.0>>-1148.0>>0.000>>1145 0>>.1148.0*0.000>>1148.0>>-'l145.0>>0 000>>1148 0>>.1145 0>>0.000 0.000 0.000 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 a.ooo-4.0 4.0-4.0 4.0.4.0 4.0-4'4.0 w~

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

INPUT PARAHETERS PLATE THICKNESS....~.".PLATE X DIHENSION.....'Y-D IHEKSION.HOOULUS OF ELASTICITY

~~.CONCRETE HOOULUS~~.~....CONC.COHP.STRENGTH..~~.750 24.000 24.000.290E+08.360E+07 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 2.123E+07 3.123E+07 4.123E+07.168E+06.168E+06.168E+06.168E+06 7000.7000.7000.7000.5150.5150.5150.5150.

HE035/11 DATE 92-10-09 PAGE 5~1410011001001100010010100111101111IIOIt4'PP11011104P01011*fIO\OIPI404PIPP111001110 FILENAME>HNPSP29 F(ELD REV.HO.PAGE NO.P)-s+3o~11111110P10*t011%11010*111111101I010I1*101110*01111111**0011111101I1101I**OPO&111*IO ATTACHMENT DATA ATTACHMENT NIHIBER TYPE~~o~~~~o~~oo D DIHEHSION....~8 0 IHEHS ION HE I GHT~~~~~~~~~~THICKHESS (T'1)~.THICKNESS (T2)..1 TUB 2.000 2.000 0.000.250.250 PROPERTY NINBER.I LINE NUMBER"~J LIHE NUMBER X-COORD I MATE~~...~Y COORDINATE

..~....ORIENTATIOH ANGLE 1 5 5 6.000 6.000 0.0 ATTACHMENT NINSER TYPE~~~~~~~~~~~~D DIMENSION...~~8 DIXENSIOH.".HEIGHT~o~~~~~~~~THICKNESS (T1)" THICKNESS (T2)..2 TUB 2.000 2.000 0.000.250.250 PROPERTY NUMBER....I LINE NUHBER.....~J LINE NLNBER....X.COORDINATE

....." Y-COORDINATE

"..." ORIEHTATION ANGLE 1 5 13 6.000 18.000 0.0 ATTACHMENT MWBER TYPE~~~~~~~~~~~~D DIMENSION~~~..8 DIMENSION~HEIGHT~~~~~~~~o~THICKNESS (T1).,'HICKHESS (T2)..3 TUB 2.000 2.000 0.000.250.250 PROPERTY HINBER...~I LINE HNISER~...~J LIME NUMBER.~~~~.X-COORDINATE

....." Y.COORDINATE

....." ORIENTATIOH ANGLE" 1 13 5 18.000 6.000 O.D ATTACHMENT HISSER TYPE~~~~~~~~o~~~D DIMENSION"~8 D IHEHS ION~HEIGHT~~~~~~~~~~THICKNESS (T1)..THICKNESS (72).4 TUB 2.000 2.000 0.000.250.250 PROPERTY NIHIBER~~~I LINE NUMBER~..." J LINE NLNBER~.~.X-COORDINATE

~~...~~Y-COORDINATE

.......ORIENTATION ANGLE" 1 13 13 18.000 18.000 0.0 I (~~QC.

HE035/11 DATE 92.10-09 PAGE 6~411icccccccccccccccccccccccccccccccc111ccccccccccc11111cccccc*ccccc**c*1c*11**cc PLANT MOD.NO.4-I Y7 FIELD REV.NO.Oi PAGE NO.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 e~r"~-Qw'.0 p5~

HE035/11 DATE 92 10-09 PAGE 7*1100101011*01111100111*ltttttll*10001101tlttt101100001*11010ltlltl1011001111*100

~F ILENAHEIHHPBP29 PLAIITWCD.i.O.

gZ PAGE NO./0 5C 7~WQy~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~,,',r~

'i C;sgzf M~r y I HE035/11 DATE 92-10 09 PAGE S 1**ttttt**tt***t*ttttt*ttttttttttttttttttttt*lttttttt*ttttttttttttttttttttttt**t*

FILENAHEtNNPBP29

  • t t t 1 1 1*t t**t t t t t t t t t t t t t t 1 1 t t 1 t t t*t t t t**t t t t t t t t't*1*t*t*1 t t 1***t t t t*t t t*t*t*tttt t t t*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 A L.~~~>>I NE035/11 DATE 92-10.09 PAGE 9%IIIIIIIIIIII1IIII1III1IIIII>>IIIIIIIIIIIIIIIIIIIIII1IIIIIIIIII1IIIIIIIIIIIIIIIIII PLAN7 iv1QC.;iQ, FIELO REV.NO.d'g PAGE NO., wA'~.'nlF FILENAME>>HNPBP29

~IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII>>11111111111>>IIIII

+yg pr~W3~BASEPLATE CONNECTIVITY, ELEHENT NO.NODE JA JB , JC JD ELEHENT%0DE NO.JA JB JC JD 1 1 3 3 5 5 18 19 2 20 21 4 22 23.6 2 2 19 4 4 21 6 6.23 20 3 22 5 24 7 7 9>>9 11 11 24 25 8 26 27 10 28 29 12 8*1 8 25 10*10 27 12 12 29 26 9 28 11 30 13 13 13 15 15 17 18 30 31 14 32 33 16 35 36 19 14.14 31 16 16 33 18 19 36 32 15 34 17 37 20 19 20 21 22 2311 24 37 38 21 39 40 23 41 42 25 20 21 3S 22 23 40 24*>>25 42 39 22 41 24 43 26 25*26 27 28 29 30 43 44 27 45 46 29 47 48 31 26>>27 28 29 46 30 31 48 45 28 47 30 49 32 31 32 33 35 35 37 49 50 33 52 53 36 5C 55 38 32 33 50 34 36 53 36 38 55 51 34 54 37 56 39 37 39 39 C1 4111 43 56 57 40 58 59 42 60 61 44 38 40 57 5S 41 40*1 42 59 60 43 42**44 61 62 45 43 45 45 47'7 49 62 63 46 64 65 48 66 67 50 44 46 63 46 48 65 48 50 67 64 47 66 49 68 51 49 52 51 54 53 56 69 70.53?1 72 55 73 74 57 50 53 70 52 55 72 54 57 74 71 54 73 56 75 58 551*58 57*60 75 76 59 77 78 61 561*59 76 5811 61 78 77 60 79 62

'1 C h HE035/11 DATE 92-10.09 PAGE 10 PL,nr I;,OO.<<O.FIELO REV.NQ.Og~000000t0000000t00000000000000000t0000000000000000000000t00000tt000000000000000000 FILENAHE>>NNPBP29 tttt000000000000000000000tt00t8t00000000000000t0000000000t000t00000000000000000000000 gy.lO oWgv BASEPLATE CONNECTIVITY ELEHENT NO NODE JA JB, JC JD ELEHENT'NME JA JB JC JD NO.59 62 79.80 63 63 80 81 64 61 64 81 63 66 83 65 69 86 82 65 84 67 87 70 65.82 67 84 70 87 83 66 85 68 88 71 67 71 88 69 73 90 71*0 75 92 89 72 91 74 93 76 68 70 720*.72 89 74 91 76 93 90 73 92 75 94 77 73*1 77 94~75 79 96 77 81 9S 79 83 100 81 86 103 83 88 105 95 78 97 80 99 82 101 84 104 87 106 89 740*76 78 84 101 87 104 89 106 102 85 105 88 107 90 78 95 96 79 80 97'8 81 82 99 100 83 85 87 89 0 90 107 92 109 94 111 108 91 110 93 112 95 86 8801 9000 91 108 93 110 95 112 109 92 111 94 113 96 91 93 95 96 113 98 115 100 117 114 97 116 99 118 101 92 94 96 97 114 99 116 101 118 115 98 117 100 119 102 97*99 0 101*0 103 120 105 122 107 124 121 104 123 106 125 108 98>>t'l000*102*>>104 121 106 123 108 125 122 105 124 107 126 109 103**105*0 107 0 109 126 127 110 111 128 129 112 113 130 131 114 104*0 1060*10800 110 127 112 129 114 131 128 111 130 113 132 115 109 0 115 132 1110*'117 13C 113*>>120 137 133 116 135 118 138 121 110**112**114*>>116 133 118 135 121 138 134 117 136 119 139 122 11500 117>>122 139 124 1C1 140 123 142 125 1160*118**123 140 125 142 141 124 143 126

HE035/11, DATE 92-10-09 PACE 11 0>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>>>>>*>>>>>>**>>*>>>>>>>>>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>I>>>>*>>>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>

PL/(NT iViQG.NO.FIELD REV.NO.PAGE NO.FILENAHE>>HNPBP29

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

>g~u u/3~BASEPLATE CONNECTIVITY ELEHENT NO.NODE JA JB JC JD ELEHENT NO.HODE JA JB JC JD 119>>126 143 144 127 120>>*127 144 145 128 121*>>128 145 123*>>130 147 125*>>132 149 146 129 148 131 150 133 122>>>>129, 146 147 130 124>>*131 148 149 132 126**133 150 151 134 127>>134 151 129>>137 154 131">>139 156 133**141 158~13S*>>143 160 137*145 162 139>>147 164 141>>>>149 166 143>>>>151 168 145**154 171 147>>>>156 1?3 149>>158 1?5 152 135 155 138 157 140 159 142 161 144 163 146 165 148 167.150 169 152 172 155 174 157 176 159 128**135 130**138 132>>*.140 134**142 136>>>>144 138>>>>146 140**148<<142>>>>150 144>>*152 146>>>>155 148>>>>1S7 150*>>159 152 153 136 155 156 139 157 158 141 159 160 143 161 162 145 163 164 147 165 166 149 167 168 151 169 170 153 172 173 156 174 17S 158 176 177'l60 151**160 177 153>>>>162 179 155**164 181 178 161 180 163 18Z 165 152*>>161 154>>*163 156>>>>165 178 179 162 180 181 164 182 183 166 157>>166 183 159>>*168 185 161 171 188 163 173 190 165 1?5 192 1&7>>1??194 184 167 186 169 189 17Z 191 174 193 176 195 1?8 158 167 160>>*169 162 172 164 174 166 176 168>>*1?8 184 185 168 186 187 170 189 190 173'l91 192 175 193 194 177 195 196 1?9 169*179 196 197 180 171'181 198 199 182 1?3 183 200 201 184 1?S 185 202 203 186 177 188 205 206 189 170*>>180 172 182 174 184 176 186 178 189 197 198 181 199 200 183 201 202 185 203 204 187 206 207 190 HE035/11 DATE 92-10.09 PAGE 12~*I I I I I I I I I I I I I I******I I I I I I I I I I I I I I I I 11 I I I I I I I*I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I*I P1LENAHEINNPBP29 PLAhT Mi30.l".O.PAGE NO.lg~+gu~14114*1111*111*1114141*1*11*11111111*11111111*41111*41141141141111411411141111111111 BASEPLATE CONNECTlVlTY ELEHENT NO.NODE JA JB JC JD ELEHENT NO.%ODE JA JB JC JD 179 190 207 208 191 180 191 208 209 192 181 192 209 210 193 18311 194 211 212 195 185*1 196 213 214 197 187 198 215 216 199 189 200 217 218 201 191 202 219 220 203 188 199 190 201 192.203 216 217 200 218 219 202 220 221 204 182 193.210 211 194 18411 195 212 213.196 186*>>197 214 215 19S 193 205 222 223 206 195 207 224 225 208 197 209 226 227 210 199 211 228 229 212 2011*213 230 231 214 203 215 232 233 216 194 206 196 208 198 210 200*>>212 2021>>214 204 216 223 224 207 225 226 209 227 22S 211 229 230 213 231 232 215 233 234 217 205 217" 234 207 219 236 209 222 239 211 224 241 213 226 243 215**228 245 235 218 237 220 240 223 242 225 244 227 246 229 206 218 20S" 220 210 223 212 225 214 227 21611 229 235 236 219 237 238 221 240 241 224 242 243 226 244 245 228 246 247 230 217 I 230 247 219 232 249 221 234 251 248 231 250 233 252 235 218*>>231 220 233 222 235 248 249 232 250 251 234 252 253 236 223 ZM 253 225 239 256 227 241 258 254 237 257 240 259 242 224 237 254 255 23S 226 240 257 25S 241 228 242 259 260 243 229 243 260 231**'245 262 233*1 2C7 264 261 244 263 2C6 265 248 230 244 23211 246 2341>>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~g i*0 1 1 i 1 0**1 i***i%i I***t i i 1 i@1 1 l i 1 i i 1***0**0 i i i P 0 I 0 0 i 1 t i i 0 i i i i i 0 it 0 0 0 1 1 1 1 0 i 1 1***I FlLENANE>HNPBP29

  • e yyy*yyell11*1***1110ii001i10i1*1lopt100t0000tOott111111*11tOOIIIOiOi111i100111tiii010 j FIELO REV NO PAGE NO./'54/0~+g BASEPLATE COHNECT 1 VlTY ELEHEHT NO.NODE JA JB JC JD ELEMEHT HO.%6)E JA JB JC JD 239 253 270 271 254 240 254 271 272 255 2C1 256 273 274 257 243 258 275 276 259 245 260 277 278 261 242 244 246 257.274'75 259 276 277 261 278 279 258 260 262 2C7 262 279 280 263 249*264 281 282 265 251 266 283 284 267 248ii 263 280 2S1 264 250*" 265 282 2S3266 252, 267 284 285 268 253 268 285 286 269 255 270 287 288 271'69 286 287 271 288 289 270 272 S,e NE035/11 DATE 92.10-09 PAGE 14 tie*t100110l1llltlt01POOItlt140440%044t004tlllOIOe01*llltlt0411111t0101111111111
  • FILENANEeHHPBP29

~f g++yye110tlOtltlt11000011lt1*tllOOt10P11%101ltlt004100111*it0110011010000ltiP111tlt PLANT MOD.NO.FIELD REV.NO.PAGE NO.why'~/~pc.>Y.a~go NMAL COORD l HATES l LlNE J F RANE LIHE NME NME X Y 2 COORD l HATE COORD l NATE COORD l HATE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17'l 2 3 4 5 6 7 8 9 10 11 12 13~14 15 16 17 1'2 3 4 5 1 2 3 4 5 6 8**9 10m>>12 13 14 15 16 18 19 20 23 2/4+25**261*27 28~~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

/uz-ass i" FIELD REV.ND.4 l PAGE NO.~>c.~S ur 3o NODAL COORDINATES J F RANE LINE LINE NODE HODE X Y 2 COORD I NATE COORD I NATE 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 5 5 8 5 9 5 10 5 11 40 421*4311 44*1 I511 46 47 48 49 50 51 52 53 54 55 56 57 5811 59*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

'ILEHAHE>>NHPBP29 PLANT Moo.<<o P p~~p icy.NO.PALP gP/I gg go tttttt**tttttttt>>ttttttttttttttttttttttttttttttttttttt****ttttttttttttttttttt*ttt**tt NODAL COORDINATES I LINE J F RANE LINE NODE NODE X Y 2 COORDINATE COORDINATE COORD I HATE6'12 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*>>94*>>95>>>>96>>t 97 98 99 100 101 102 103>>t 104>>t 105*>>106>>*107 108*>>109 t 110**111*>>112>>*113*>>114**115**116>>t 117 t 118*>>119>>*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 PLANT MOD.NO.J~PAGF NO.n)Avf gg~/7~8 NODAL COORDINATES I J FRAME LINE LINE NDDE X Y 2 COORDINATE COORDINATE COORDINATE 8 1 8 2 8 3 8 4 8 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 7 9.8 9 9 9 10 9 11 9 12 9 13 9 14 9 15 9 16 9 17 10,1 10 2 10 3 10 4 10 5 10 6 120*0 1210*1220>>123*12400 1250*126**127 I 1280>>129*130*>>131>>*13200 133**13400 1350>>136*0 13700 1380>>1390>>140**141*0 1420>>143*0 144*0 14500 146**1470>>14800 1490>>1500>>151*0 1520*153**154*>>155*1 156*0 15700 158**1590*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*>>>>>>>>**>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>*>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

PLANT MOD.NO.~P~k FIELD REV.NO.&'AGE NO.4m~/~pc ir u+Q>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**161>>*162*>>1 63*>>164>>>>165*>>166>>>>167*168">>169 170>>>>171>>*172>>>>173>>*174>>>>175**176*>>177>>178*>>l?9>>180>>>>181>>*182*>>1 83>>>>184>>>>185>>>>186*>>187>>188 189 190 191 192 193 194>>*195*>>1 96>>>>197>>198**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 MNT MOO.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 I NATES I LINE FRAME LINE NODE KDDE X Y 2 COORDINATE COORD I NATE 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 PLANT lvlCD.NQ.J~~-8 FIELD REV.NO.~y~PAGE NO.~4nl~FILENANEIHNPBP29

  • 1111111>>11>>>>*111111>>1111**111>>ttt>>1*t>>11111111111111111111**tttt111111111111111>>I>>11 NODAL COORDINATES I LINE J F RANE 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 PLANT MOD YO.FIELD REV.NO.PAGE NO.ol 7~pc.gy~3o NODAL COORD I NATES I J FRANE NODE X Y 2 LINE LINE NODE COORD I NATE COORD I 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 0.000.375.375~375.375 HE035/11 DATE 92.10-09 PAGE 22 PLAiNT MOD.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 F 111***1*1111111111111111*11*ttttttttttttttttttttttttttttttt1111111111111111111*tt PLANT>~pD Np FIELD REV.Np O PAQENp>g p rr FII.EHAHEtNHPBP29

  • 1 1 1 1 1 1 1 1 t 1 1 t 1 1 1 1 I 1 t 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 t 1 I 1 1 1 1 1 t 1 1 1 1 t 1 1 1 1 1 1*1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1*1 1*1 1 1 1 1 1*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 PLANT MCD.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 239 241 243 245 247 249 251 253 255 257.259267 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>>

PLANT MOD.NO.ME035/11 IER PLOT PLAN VIEII OF THE BASEPLATE, MHERE DATE 92.10 09 PAGE 26 PAGE NO.7/~THE X AXIS (COHSTAMT J LINES)ARE HORIZONTAL, AND THE Y AXIS (CONSTANT I LINES)ARE VERTICAL.NJNJJJJJJJJJNJJHJJNJJHJJJ......................,...JJJNJJHJJNJJJJJNJJJJJJKJJN NJHJJJJJJJJJNJJNJJNJJNJJJ

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BEGIN SOLUTION PHASE LOAD CASE NO: 1*ttttttttttttttttt**ttttttttttttt*tttttttttttt PLANT uOD.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

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-.480464E 03-.466218E.03

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-.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-'1462.206-1065.35 868.94-1401.214-1023.190-804.213-1109.222.936.62-1078.212-883.ELEHENZS-2 FACE ELEH SIGNA ELEH SIGHA ELEH SIGNA ELEH S I GHA 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..106.92-143.75-113.211-103.108-143.107-112.91-117.116-112.

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 PlANT MOO.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)tt 1.000+(SHEAR/SALLSI)t 1.000))tt 1.000 NODE TENS IOH SHEAR ALLOI ALLOM 19 7000.5150.49 7000.5150.257 7000.5150.271 7000.5150.TENSION RATIO.016.009.008.003 SHEAR RAT IO.007~042.041.008 I NI'ERACT RATIO.023.051.049.011 SAFETY FACTOR 43.497 19.739 20.379 90.539 tttttttttttttttttttttttttttttttttttlttttttttt E N D L 0 A D CASE 1~tttttttlttttttttttttttttttttttlttttttttttttt PROGRAH: HE035 BASEPLATE SMN: S9601 0110 AAI 0157 DATE: 92-10.09 RELEASE 11 MOS/VE 1.5.3 L765 T IHE: 15:08:08 PAGE: 29$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$BEG I N SOLUTION PHASE~~LOAD CASE NO 2~1111111111**1*$

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-.113481E-01

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-.797421E-02

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-.260286E-02

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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 PLANT MOD.NO FIELD REV.NO.PAGE NO BOLT LOADS NODE X-SMEAR Y-SMEAR SRSS TENSION+chic.~~3~19 24.49 149.257 153.271 2.-28..150.-153..30.37.212.216.30.5523.979.4089.'867.BOLT I NTERACT ION EQUAT ION EN/ATIOHI((TENSION/TALLOM)tt 1.000+(SMEAR/SALLOI)**

1.000))11 1.000 NODE TENSION SHEAR TEHSION ALLOI ALLOM RATIO SMEAR RATIO INTERACT RATIO SAFETY FACTOR 19 7000.5150..789 49 7000.5150..140 257 7000.5150..584 271 7000.5150..267.007.041.042.006.796.181.626.272 1.256 5.526 1.597 3.670 IlttttlltllllttlltttttttttltIIIIIIIIIIIIIIIII

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PLANT MOO.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.Veri f ication 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 of peri f ication: (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 PLANT MOD.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 CALCULATION NUMBER 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.-36-CS-58 SUPPORT SYSTEX CONDITION DEADWEIGHT THERMAL I THERMAL I I 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.o 3 14.24.7~ZA I 12.12.I\18."IO'l 16.QE 26.28.48.THERMAL I INOLLIAQ THERMAL I I THERMAL ZZZ posT hcclDEÃn x (in)DI SPLACEKENTS 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 lineNechanfcaf HVAC Electrical lCC Civl I Structural Seiaafc Equip.Ousl.Civil Stress Ffre Protection Envfr~taf Qual'lf'Ication H~Factors Naterfal~()M M ()(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 I lty 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 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)f fr~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: ADDITIONAL COMMENTS 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 PCRŽ6547 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.e6Page 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)

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