Text

Operability Evaluation of the EDG Exhaust Piping for a Tornado Event, Rev 0, Attachments F Through H
	ML031260758
Person / Time
Site:	Monticello
Issue date:	03/16/2003
From:	Denise Wilson; Nuclear Management Co
To:	; Document Control Desk, Office of Nuclear Reactor Regulation
References
	IR-03-002, L-MT-03-031 CA-03-030, MN03-PO22637
	Download: ML031260758 (122)
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AJI~ck~e4 I W E L C O ME TO T H E A N S Y S P R O G R A M g>ja.6.by.,

ANSYS 5.7 NOTICES

Jew. A%17

Copyright 2000 SAS IP, Inc. All rights reserved.

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Completing ANSYS Load Process.

ANSYS/Mechanical U

- - ANSYS COMMAND LINE ARGUMENTS

INITIAL JOBNAME - file BATCH MODE REQUESTED - LIST 00251976 VERSION-INTEL NT RELEASE- 5.7.1 UP20010418 CURRENT JOBNAME-file 21:41:40 MAR 06, 2003 CP- 0.140 1 /filnam, north 2 /title, EDG Exhaust Piping North Tornado Wind Page Fl

3 4 UUnits are pounds and inches 5

6 /prep7 7 tref, 0.0 8 I 9 Material Properties 10 11 I Material 1 - A-106 GR. B 12 13 mp, - ex, 1, 27900000.

14 mp, nuxy, 1, 0.3 15 mp, dens, 1, 490/1728/386.4 16 17 I Material 2 - A-36 18 19 mp, ex, 2, 29000000.

20 mp, nuxy, 2, 0.3 21 mp, dens, 2, 490/1728/386.4 22 tb, bkin, 2, 1 -

23 tbtemp, 0.0 24 tbdata, 1, 36000.0, 0.0 25 26 Material 3 - rigid 27 28 mp, ex, 3, 29000000.

29 mp, nuxy, 3, 0.3 30 mp, dens, 3, 0.0 31 32 I element types 33 34 et, 1, pipel6 35 et, 2, pipel8 36 et, 3, beam4 37 et, 4, mass2l 38 keyopt, 4, 3, 2 39 et, 5, combin40 ! Gap Element in the x-direction 40 keyopt, 5, 3, 0 41 et, 6, combin40 ! Gap Element in the z-direction 42 keyopt, 6, 3, 3 43 et, 7, combinl4 ! Spring Element in the x-direction 44 keyopt, 7, 2, 1 45 et, 8, combinl4 ! Spring Element in the y-direction 46 keyopt, 8, 2, 2

.47 et, 9, combinl4 ! Spring Element in the z-direction 48 keyopt, 9, 2, 3 49 et, 10, combinl4 ! Spring Element Ln the x-rotation 50 keyopt, 10, 2, 4 51 et, 11, combinl4 ! Spring Element Ln the y-rotation 52 keyopt, 11, 2, 5

53. et, 12, combinl4 ! Spring Element Ln the z-rotation 54 keyopt, 12, 2, 6 55 et, 13, beam24 ! non-linear beam 56 keyopt, 13, 1, 1 57 et, 14, combin37 ! Spring Can 58 keyopt, 14, 2, 2 59 keyopt, 14, 3, 2 60 keyopt, 14, 4, 1 61 et, 15, linklO 62 keyopt, 15, 3, 1 63 64 1 Member Properties.

65 !

6.6 r, 1, 22.00, 0.375 67 ! 22" Pipe r, 2, 36.00, 0.350 68 ! 36" Pipe r, 3, 22.00, 0.375,- 33.0, 4.02, 4.02, 15.588 69 rmore, A Elbow .

, , 15.588 70 r, 4, 22.00, 0.375 71 ! 22" Pipe w/ insul rmore, 0.007/386.4, 3.0 72 r, 5, 22.00, 0.375, 33.0, 4.02, 4.02, 15.588 I Elbow w/ insul 73 rmore, , 0.007/386.4, 3.0, , 15.588 Page F2

-.- --- *v 74 r, 6, -2.03, 1.9075, 0.0, 2.03, 1.9075, 75 rmore, 0.345 ! W4 X 13 0.0, 1.9075, 0.0, 0.0, -1. 9075, 0.280 76 rmore, -2.03, -1.9075, 0.345, 0.0, -1. 9075, 77 rmore, 0.0 2.03, -1.9075, 0.345 78 r, 7, 1.127, 1.852, 0.0, -0.365, 1.852, 0.296 ! C4 x 5.4 79 rmore, -0.365, -1.852, 0.184. 1.127.- -1. 52. n >cc 80 r, 8, 0.0, 0.0, 0.0, 0.125, 0.0, 1.OE10 ! Gap Element 81 r, 10, 155.0/386.4 82 r, 11, Flange Weight 230.0/386.4 - ! Flange Weight 83 r, 12, 0.0, 0.0, 0.0, 0.5, 0.0, l.OE10 ! Gap Element 84 r, 13, 1.OE10 85 r, 14, Rigid Stiffness 10.0 ! Bellows Stiffness 86 r, 15, 100.0, 1000.0, lOC00.0, 1.0, 1.0 ! Rigid Beam 87 rmore, 0.000, 1000.0 88 r, 17, 6.6E6 Stiffness ! Kz Rotational 89 r, 18, 5.BE6 Stiffness Kx Rotational.

90 r, 19, 0.0, 0.0, 0.0, 0.5, 0.0, l.OE10 ! Gap Element 91 r, 20, 10.0 92 r, 21, ! Bellows Stiffness 10.0 93 r, 22, Bellows Stiffness 10.0 Bellows Stiffness 94 r, 23, 10.0 95 r, 24, I Bellows Stiffness 10.0 ! Bellows Stiffness 96 r, 25, 363.0, 0.0, 0.0, 0.375, -10, 97 r, 26, 1515.0 !IDGEH-3 363.0, 0.0, 0.0, 1.250, -10, 1832.0 ! DGEH-2 98 r, 27, 1.5 99 1 100 csys, 0 101 !

102 ! 22" PJipe 103 104 n, 1, 0.0, 0.0, 0.0 105 n, 2, -37.0, 0.0, 0.0 106 n, 3, -74.0, 0.0, 0.0 107 n, 4, -96.0, 0.0, 0.0 108 n, 5, -100.0, 0.0, 0.0 109 !

110 ! 36" Piipe 111 !

112 n, 6, -135.2! 0.0, 0.0 i,

113 n, 7, -170.5C 0.0, 0.0 114 n, 8, -205.7' i, 0.0, 0.0 115 n, 9, -241.CI, 0.0, 0.0 116 !

117 22" Pipe 118 !

119 n, 10, -245.0 I 0.0, 0.0 120 n, 11, -266.0 I 0.0, 0.0 121 n, 12, -305.0 r 0.0, 0.0 122 n, 13, -338.0 r -33.0, 0.0 123 n, 14,. -338.0 r -66.25, 0.0 124 n, 15, -338.0 I -99.5, 0.0 125 n, 16, -338.0 O.-132.75, 0.0 126 n, 17, -338.0 f -166.0, 0,0 127 n, 18, -338.0 I? -190.5, 0.0 120 n, 19, -338.0 I -222.25, 0.0 129 n, 20, -371.0 I -255.25, 0.0 130 n,' 21, -394.0 -255.25, 0.0 131 n, 22, -394.0 01-255.25, 0.0 ! for bellows stiffnesses 132 !

133 ! Supporit DGEH-3 134 !

135 n, 30, -74.0, 0.0, 13.125 136 n, 31, -74.0, -30.5, 13.125 137 n, 32, -74.0, -41.0, 13.125 138 n, 33, -74.0, -30.5, 0.0 139 n, 34, -74.0, 0.0, -13.125 140 n, 35, -74.0, -30.5, -13.125 141 n, 36, -74.0, -41.0, -13.125 142 n, 37, -74.0, 0.0, 13.125 ! for lateral gap Page F3

143 n, 38, -74.0, 0.0, -13.125 ! for lateral gap 144 n, 39, -74.0, -30.5, 0.0 ! for spring can 145 n, 200, -74.0, -41.0, 13.125 ! for bp stiffnesses 146 n, 201, -74.0, -41.0, -13.125 ! for bp stiffnesses 147 !

148 ! Support DGER-2 149 150 fl 40, -266.0, I 0.0, 13.125 151 n, 41, -266.0, I -30.5, 13.125 152 n, 42, -266.0, -41.0, 13.125 153 n, 43, -266.0, -30.5, 0.0 154 n, 44, -266.0, 0.0, -13.125 155 n, 45, -266.0, -30.5, -13.125 156 n, 46, -266.0, -41.0, -13.125 157 n-, 47, -266.0, 0.0, 13.125 ! for lateral gap 158 n, 48, -266.0, 0.0, -13.125 for lateral gap 159 n, 49, -266.0, -30.5, 0.0 for spring can 160 n, 202, -266.0, -41.0, 13.125 for bp stiffnesses 161 n, 203, -266.0, -41.0, -13.125 ! for bp stiffnesses 162 163 Support DGEH-1 164 165 n, 50, -377.0, -190.5, -11.957 166 n, 51, -349.957, -190.5, -11.957 167 n, 52, -338.0, -190.5, -11.957 168 n, 53, -326.043, -190.5, -11.957 169 n, 54, -306.0, -190.5, -11.957 170 n, 55, -349.957, -190.5, 0.0 171 n, 56, -326.043, -190.5, 0.0 172 n, 57, -377.0, -190.5, 11.957 173 n, 58, -349.957, -190.5, 11.957 174 nf 59, -338.0, -190.5, 11.957 175 n, 60, -326.043, -190.5, 11.957 176 n, 61, -306.0, -190.5, 11.957 177 n, 62, -338.0, -190.5, -11.957 ! for lateral gap 178 n, 63, -349.957, -190.5, 0.0 ! for lateral gap 179 n, 64, -326.043, -190.5, 0.0 for lateral gap 180 nf, 65, -338.0, -190.5, 11.957 ! for lateral gap 181 n, 72, -338.0, -186.5, -11.957 for vertical support 182 n, 73, -349.957, -186.5, 0.0 I for vertical support 183 n, 74, -326.043, -186.5, 0.0 for vertical support 184 n, 75, -338.0, -186.5, 11.957 for vertical support 185 186 ! Reference Nodes for Elbows 187 188 flu 100, -305.0, -33.0, 0.0 189 n, 101, -371.0, -222.25, 0.0 190 191 ! Reference Nodes for Beams 192 193 n, 102, -349.957, -180.5, -11.957 194 n, 103, -326.043, -180.5, 11.957 195 196 ! 22" Pipe 197 198 mat, 1 199 type, 1 200 real, 1 201 EN, 1, 1, 2 202 EN, 2, 2, 3 203 EN, 3, 3, 4 204 EN, 4, 4, 5 205 206 ! 36" Pipe 207 208 real, 2 209 EN, 5, 5, 6 210 1EN, 6, 6, 7 211 EEN, 7, 7,. 8 212 EEN, 8, 8, 9 213 Page F4

I _* . U4*.. .J-.P-~

I *U 214 ! 22" Pipe 215 !

216 real, 1 217 EN, 9, 9, 10 218 EN, 10, 10, 11 219 EN, 11, 11, 12 220 type, 2 221 real, 3 222 EN, 12, 12, 13, 100 223 type, 1 224 real, 1 225 EN, 13, 13, 14 226 EN, 14, 14, 15 227 EN, 15, 15, 16 228 EN, 16, 16, 17 229 real, 4 230 EN, 17, 17, 18 231 EN, 18, 18, 19 232 type, 2 233 real, S 234 EN, 19, 19, 20, 101 235 type, 1 236 real, 4 237 EN, 20, 20, 21 238 !

239 ! Support DGEH-3 240 !

241 mat, 2 242 real, 6 243 type, 13 244 en, 30, 30, 31, 3 245 en, 31, 31, 32, 3 246 en, 32, 31, 33, 3 247 en, 33, 33, 35, 3 248 en, 34, 34, 35, 3 249 en, 35, 35, 36, 3 250 !

251 ! Support DGEH-2 252 1 253 en, 40, 40, 41, 11 254 en, 41, 41, 42, 11

255 en, 42, 41, 43, 11 256 en, 43, 43, 45, 11 257 en, 44, 44, 45, 11 258 en, 45, 45, 46, 11 259 !

260 ! Support DGEH-1 261 !

262 real, 7 263 en, 50, 50, 51, 102 264 en, 51, 51, 52, 102 265 en, 52, 52, 53, 102 266 en,. 53, 53, 54, 102 267 en, 54, 55, 51, 102 268 en, 55, 58, 55, 102 269 en, 56, 53, 56, 103 270 en, 57,- 56, 60, 103 271 en, 58, 58, 57, 103 272 en, 59, 59, 58, 103 273 en, 60, 60, 59, 103 274 en, 61, 61, 60, 103 275 !

276 ! Gap Elements 277 !

278 mat, 3 279 type, 3 280 real, 15 281 *en, 70, 3, 37 282 en, 71, 3, 38 283 en, 72, 11, 47 284 en, 73, 11, 48 Page F5

___- - i - V 285 type, 6 286 real, 8 287 en, 74, 37, 30 288 en, 75, 34, 38 289 en, 76, 47, 40 290 en, 77, 44, 48 291 type, 3 292 real, 15 293 en, 78, 18, 62 294 en, 79, 18, 63 295 en, 80, 18, 64 296 en, 81, 18, 65 297 type, 6 298 real, 12 299 en, 82, 52, 62 300 en, 85, 65, 59 301 type, 5 302 real, 19 303 -en, 83, 63, 55 304 en, 84, 56, 64 305 1 306 ! Spring Elements 307 !

308 type, 3 309 real, 15 310 en, 86, 3, 39 311 en, 87, 11, 49 312 type, 14 313 real, 25 314 en, 88, 39, 33, 39, 33 315 real, 26 316 en, 89, 49, 43, 49, 43 317 !

318 I Bellows 319 !

320 type, 7 321 real, 14 322 en, 94, 21, 22 323 type, 8-324 real, 20 325 en, 95, 21, 22 326 type, 9 327 real, 21 328 eh, 96, 21, 22 329 type, 10 -

330 real, 22 331 en, 97, 21, 22 332 type, 11 333 real, 23 334 en, 98, 21, 22 335 type, 12 336 real, 24 337 en, 99, 21, 22 338 !

339 ! Add Weights 340 !

341 type, 4 342 real, 10 343 en, 100,- 4 344 en, 101, 10 345 real, 11 346 en, 102, 21 347 1 348 ! Baseplate StIffnesses 349 !

350 type, 10 351 real, 18 352 en, 200, 32, 200 353 en, 203, 36, 201 354 en, 205, 42, 202 355 en, 208, 46, 203 Page F6

- - ..- .-. - - v Wz 3595 type, 12 3651I real, 17 35EI en, 201, 32, 200 355I en, 204, 36, 201 36C en, 206, 42, 202 365 en, 209, 46, 203 362 363 ! Lugs 364 365 type, 3 366 real, 15 367 en, 220, 18, 72 368 en, 221, 18, 73 369 en, 222, 18, 74 370 en, 223, 18, 75 371 type, 15 372 real, 27 373 en, 224, 72, 52 374 en, 225, 73, 55 375 en, 226, 74, 56 376 en, 227, 75, 59 377 378 1 Boundary Conditions 379 380 d, 22, all, 0.0 381 -d, 32, ux, 0.0, , , , uy, uz, roty 382 d, 36, ux, 0.0, , , , uy, uz, roty 383 d, 42, ux, 0.0, , , , uy, uz, roty 384 d, 46,- ux, 0.0, , , , uy, uz, roty 385 d, 50, all, 0.0 386 d, 54, ux, 0.0, , , , uy, uz 387 d, 57, all, 0.0 388 d, 61, ux, 0.0, , , , uy, uz 389 d, 200, all, 0.0, , 203 390 nlist, all 391 .mplist, all 392 etlist, all 393 rlist, all

394 elist, all 395 tblist, all, all 396. finish 397 /solu 398 antype, trans, new 399 solcontrol, on 400 timint, off 401 nlgeoim, off 402 outres, all, all 403 time, 1.0 404 nsubst, 1000, 10, 10000 405 406 ! Apply Gravity Force 407 408 acel, 0.0, 386.4, 0.

409 solve 410 time, 2.0 411 n3ubSt, 1000, 10, 10000 412 413 Apply Gravity Force 414.

415 acel, 0.0, 386.4, 0.

416 417 Apply Tornado Load 418 419 wind - 300 420 pressure - (0.4 *0.002558*wind**2)/144 421 pressw4 - (2 .04 *0.002558*wind**2)/144 422 esel, a, elem, , 12, 16 423 sfe, all, 2, pres, , 2 2 *pressure 424 esel, s, elem, , 30, 33 425 esel, a,, elem, , 40, 43 426 sfbeam, all, 2, pres, 4*pressw4, 4*pressw4 Page F7

- -- . I . -

427 esel, s, elem,., 34, 35 428 esel, a, elem, , 44, 45 429 sfbeam, all, 2, pres, -4*pressw4, -4*pressw4 430 esel, all 431 solve 432 finish 433 /postl 434 file, north, rst 435 set, 1, last 436 437 I Nodal Displacements 438 439 prnsol, u 440 4421 ! Reaction Forces 442 443 prrsol 444 set, 2, last 445 446 I Nodal Displacements 447 448 prnsol, u 449 450 Pipe Forces 451 452 esel, s, type, , 1, 2 453 etable, xfori, am isc, 1 454 etable, yfori, smnic, 2 455 etable, zfori, amnis c, 3 456 etable, xmomi, amnisc, 4 457 etable, ymomi, smnisc, 5 458 etable, zmomi, smlaic, .6 459 etable, xforj, amnisc, 7 460 etable, yforj, amnisc, 8 461 etable, zforj, amaisc, 9 462 etable, xmomj, smnisc, isc, 10 463 etable, ymomj, amisc, 11 464 etable, zmomj, amLac, 12 465 pretab, xfori, yfiori, zfori, xmomi, ymomi, zmomi 466 pretab, xforj, yfo.rj, zforj, xmomj, ymomj, zmomj 467 468 Support DGEH-3 - W4 x 13 469 470 ! Plastic Strains 471 472 esel, a, elem, 30, 35 473. etable, plstrl, Leppl, 1 474 etable, plstr2, Leppl, 2 475 etable, plstr3, Leppl, 3 476 etable, plstr4, Leppl, 4 477 etable, platr5, 1Leppl, 5 478 etable, plstr6,.1Leppl, 6 479 etable, plstr7, ILeppl, 7 480 etable, plstr2l, ILeppl, 21 481 etable, plstr22, Ileppl, 22 482 etable, plstr23, Ileppl, 23 483 etable, plstr24, I.eppl, 24 484 etable-, plstr25, I.eppl, 25 485 etable, plstr26, Ileppl, 26 486 etable, plstr27, 2.eppl, 27 487 488 1 Element Forces 489 490 etable, xfori, a misc, 1 491 etable, yfori, 5 misac, 2 492 etable, zfori, amisc, 3 493 etable, xmomi, a misc, 4 494 etable, ymomi, misc, 5 495 etable, zmomi, amisc, 6 496 etable, xforj, 5:misc, 7 497 etable, yforj, a misc, 8 Page F8

.-. -D

aw *14.-u~- .uw 498 etable, zforj, smisc, 9 499 etable, xmomj, smisc, .10 500 etable, ymomj, smisc, 11 501 etable, zmomJ, smisc, 12 502 1 503 ! Element Axial Stresses 504 505 etable, axatrl, ls, 1 506 etable, axstr2, is, 2 507 etable, axstr3, ls, 3 508 etable, axstr4, Is, 4 509 etable, axstr5, ls, 5 510 etable, axstr6, ls, 6 511 etable, axstr7, ls, 7 512 etable, axstr2l, is, 21 513 etable, axstr22, is, 22 514 etable, axstr23, ls, 23 515 etable, axstr24, ls, 24 516 etable, axstr25, ls, 25 517 etable, axstr26, ls, 26 518 etable, axstr27, is, 27 519 pretab, plstrl, plstr2, plstr3, plstr4, plstr5, 520 pretab, plstr2l, plstr22, plstr23, plstr24, plstr25, plstr6, plstr7 521 pretab, plstr26, plstr27 xfori, yfori, zfori, xmomi, ymomi, zmomi 522 pretab, xforj, yforj, zforj, xmomj, 523 pretab, axstrl, axstr2, axstr3, ymomj, zmomj axstr4, axstr5, axstr6, axstr7 524 pretab, axstr2l, axstr22, L Kstr23, axstr24, axstr25, 525 ! axstr26, axstr27 526 1 Support DGEH W4 x 13 527 !

528 ! Plastic Strains 529 1 530 esel, s, elem, , 40, 45 531 etable, plstri, leppl, 1 532 etable, plstr2, leppl, 2 533 etable, platr3, leppl, 3 534 etable, plstr4, leppl, 4 535 etable, plstr5, leppl, 5 536 etable, plstr6, leppl, 6 537 etable, plstr7, leppl, 7 538 etable, plstr2l, leppl, 21 539 etable, plstr22, leppl, 22 540 etable, plstr23, leppl, 23 541 etable, plstr24, leppl, 24 542 etable, plstr25, leppl, 25 543 etable, plstr26, leppl, 26 544 etable, plstr27, leppl, 27 545 !

546 ! Element Forces 547 !

548 etable, xfori, smisc, 1 549 etable, yfori, smisc, 2 550 etable, zfori, smisc, 3 551 etable, xmomi, smisc, 4 552 etable, ymomi, smisc, 5 553 etable, zmomi, smisc, 6 554 etable, xforj, smisc, 7 555 etable, yforj, smisc, B 556 etable, zforj, smisc, 9 557 etable, xmomj, smisc, 10 558 etable, ymomj, smisc, 11 559 etable, zmomJ, smisc, 12 560 561 ! Element Axial Stresses 562 563 etable, axstrl, is, 1 564 etable, axstr2, ls, 2 565 etable, axstr3, ls, 3 566 etable, axstr4, ls, 4 567 etable, axstr5, Is, 5 568 etable, axstr6, Is, 6 Page F9

- --- .- 1-4% & & wI v 569 etable, axstr7, ls, 7 570 etable, axstr2l, ls, 21 571 etable, axstr22, ls, 22 572 etable, axstr23, is, 23 573 etable, axstr24, ls, 24 574 etable, axstr25, ls, 25 575 etable, axstr26, ls, 26 576 etable, axstr27, ls, 27 577 pretab, plstrl, plstr2, plstr3, plstr4, plstr5, plstr6, .

578 pretab, plstr21, plstr22, plstr23, plstr24, plstr25, plstr26, plstr27 plstr7

579 pretab, xfori, yfori, zfori, xnomi, ymomi, zmomi 580 pretab, xforj, yforj, zforj, xmomj, ymomj, zmomj 581 pretab, axstrl, axstr2, axstr3, axstr4, axstr5, axstr6, 582 pretab, axstr2l, axstr22, axstr23, axstr24,.axstr25, axstr26, axstr27 axstr7 583 !

584 ! Support DGEH C4 x 5.4 585 !

586 ! Plastic Strains 587 !

588 esel, s, elem, , 50, 61 589 etable, plstrl, leppl, 1 590 etable, plstr2, leppl, 2 591 etable, plstr3, leppl, 3 592 etable, plstr4, leppl, 4 593 etable, plstr2l, leppl, 21 594 etable, plstr22, leppl, 22 595 etable, plstr23, leppl, 23 596 .etable, plstr24, leppl, 24 597 !

598 ! Element Forces 599 !

600 etable, xfori, smisc, 1 601 etable, yfori, smisc, 2 602 etable, zfori, smisc, 3 603 etable, xMomi, smisc, 4 604 etable, ymomi, smisc, 5 605 etable, zmomi, smisc, 6 606 etable, xforj, smisc, 7 607 etable, yforj, smisc, 8 608 etable, zforj, smisc, 9 609 etable, xmomj, smisc, 10 610 etable, ymomj, smisc, 11 611 etable, zmomj, smisc, 12 612 613 Element Axial Stresses 614 !

615 etable, axstrl, ls, 1 616 etable, axstr2, ls, 2 617 etable, axstr3, ls, 3 618 etable, axstr4, Is, 4 619 etable, axstr2l, ls, 21 620 etable, axstr22, ls, 22 621 etable, axstr23, Is, 23 622 etable, axstr24, ls, 24 623 pretab, plstrl, plptr2, plstr3, plstr4 624 pretab, plstr2l, plstr22, plstr23, plstr24 625 pretab, xfori, yfori, zfori, xmomi, ymomi, zmomi 626 pretab, xforj, yforj, zforj, xmomj, ymomj, zmomj 627 pretab, axstrl, axstr2, axstr3, axstr4 628 pretab,,axstr2l, axstr22, axstr23, axstr24 629 !

630 ! Loads on Lugs 631 1 632 esel, s, elem, , 224, 227 633 etable, lugforce, smisc, 1 634 pretab, lugforce 635 !

636 ! Forces in Spring Cans 637 !

638 esel, s, elem, , 88, 89 639 etable, spforce, smisc, 1 Page F10

'I 640 etable, preload, smisc, 2 641 etable, elatat, nuisc, 1 642 pretab, spforce, preload, elstat 643 esel, all 644 !

645 ! Reaction Loads 646 647 prrsol RUN SETUP PROCEDURE FROM FILE- C:\PROGRAM FILES'ANSYS INC\ANSYS57\docu\start57.ans

/INPUT FILE- C:\PROGRAM FILES\ANSYS INC\ANSYS57\docu\start57.ans LINE- 0 CURRENT JOBNAME REDEFINED AS north TITLE-EDG Exhaust Piping North Tornado Wind 1

- - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:41:41 MAR 06, 2003 CP- 0.471 EDG Exhaust Piping North Tornado Wind

- - - ANSYS ANALYSIS DEFINITION (PREP7)

REFERENCE TEMPERATURE- 0.000 (TUNIF- 0.000)

MATERIAL 1 EX - 0.2790000E+08 MATERIAL 1 NUXY - 0.3000000 MATERIAL 1 DENS - 0.7338634E-03 MATERIAL 2 EX - 0.2900000E+08 MATERIAL 2 NUXY - 0.3000000 MATERIAL 2 DENS - 0.7338634E-03 DEFINE DATA TABLE BKIN FOR MATERIAL 2 WITH A MAXIMUM OF 1 TEMPERATURE SPECIFICATIONS AND USE THE ALTERNATIVE HARDENING OPTION FOR TEMPERATURE DEPENDENT CURVES (RICE MODEL)

TEMPERATURE TO BE USED FOR THE NEXT TBDAT COMMAND- 0.0000 TEMPERATURE SPECIFICATION- 1 DATA FOR BKIN TABLE FOR MATERIAL 2 AT TEMPERATURE- 0.0000 LOC- 1 36000. 0.0000 MATERIAL 3 EX - 0.2900000E+08 MATERIAL 3 NUXY - 0.3000000 MATERIAL 3 DENS - 0.000000 ELEMENT TYPE 1 IS PIPE16 ELASTIC STRAIGHT PIPE KEYOPT(1-12)- 0 0 0 000 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 2 IS PIPE18 ELASTIC CURVED PIPE (ELBOW)

KEYOPT(1-12)- 0 0 0 0 0 0 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL Page F11

ELEMENT TYPE 3 IS BEAM4 3-D ELASTIC BEAM KEYOPT(1-12)- 0 0 0 0 0 0 00 0 O () 0 CURRENT NODAL DOF SET IS oX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 4 IS MASS21 STRUCTURAL M2 kSs KEYOPT(1-12)- 0 0 0 0 0 CI OC ) 0 0 R0O0 CURRENT NODAL DOF SET IS UX UY uz ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 4 IS MASS21 STR UCTURAL MASS KEYOPT(1-12)- 0 0 2 0 0 0 o c 0 R0O0 0I CURRENT NODAL DOF SET.IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 5 IS COMBIN40 COMBINATION KEYOPT(1-12)- 0 0 0 0 0 pI 00 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT-TYPE 5 IS COMBIN40 COME3INATION KEYOPT(1-12)- 0 0 0 0 0 C 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 6 IS COMBIN40 COMBINATION

.KEYOPT.(1-12)- 0 0 0 0 0 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 6 IS COMBIN40 CONE BINATION KEYOPT(1-12)- 0 0 3 0 0 CI 00 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 7 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- 0 0 0 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 7 IS COMBIN14 SPRI NG-DAMPER KEYOPT(1-12)- 0 1 0 0 0 0 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 8 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- 0 0 0 0 0 0 0 00 00 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 8 IS COMBIN14 SPRII NG-DAMPER KEYOPT(i-12)- 0 2 0 0 0 0 0 0 0 00 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 9 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)u 0 0 0 0 0 0 0 00 00 0 CURRENT NODAL DOF SET IS..UX UY UZ ROTX ROTY ROTZ Page F12

THREE-DIMENSIONAL MODEL ELEMENT TYPE 9 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- 0 3 0 0 00 00 0 O t3 -0 CURRENT NODAL DOE SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 10 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- 0 0 0 0 0 0 0 0 0 RT D 0 CURRENT NODAL DOF SET IS UX UY -UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 10 IS COMBIN14 SPRING-DAMPER KEYOPT(1-121- 0 4 0 0 0U0 00 0 0 0'

CURRENT NODAL DOE SET IS UX DY LIZ ROT]C ROTX- ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 11 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- 0 0 0 0 o cI 00 0 0 0 0 CURRENT NODAL DOE SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 11 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- 0 5 0 0 0 0 0U0 00 0R 0 CURRENT NODAL DOF SET IS VX UY LIZ ROTV ' ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 12 IS COMBIN14 SPRING-DAMPER KEYOPT(.1-12)- 0 0 0 0 00 00 0 00 0 CURRENT NODAL DOE SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 12 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- 0 6 0 0 00 00 00 00 0 CURRENT NODAL DOE SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 13 IS BEAM24 3-D THIN-WALLED BEAM KEYOPT(1-12)- 0 0 0 0( o C 0 0 0 00 0 CURRENT NODAL DOE SET IS UX IUY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 13 IS BEAM24 3-D THIN-WALLED BEAM KEYOPT(1-12)- 1 0 0 0 UY0 00 R0 000 R CURRENT NODAL DOE SET IS UX t ly LIZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 14 IS COMBIN37 CONTROL KEYOPT(1-12)- 0 0 0 0 C10 00 0 0 0 0 CURRENT NODAL DOE SET IS UX Ury UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 14 IS COMBIN37 CCONTROL KEYOPT(1-12)- 0 2 0 0 0 0 00 0 0 0 0 CURRENT NODAL DOE SET IS VX U1Y UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 14 IS COMBIN37 C ONTROL KEYOPT(1-12)- 0 2 2 0 0 0 0 0 0 0 0 0 Page F13

0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 14 IS COMBIN37 CONTROL KEYOPT(1-12)- 0 2 2 L 0 0 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 15 IS LINK1( TENSION-ONLY ;PAR KEYOPT(1-12)- 0 0 0 0 00 00 0 0 0 0 CURRENT NODAL DOF SET IS Ux UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL ELEMENT TYPE 15 IS LINK10 COMPRESSION-ONLY SSPAR KEYOPT(1-12)- 0 0 1 0 00 00 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL REAL CONSTANT SET 1 IT EMS lTO 6.

22.000 0.37500 0.OOOQ 0.0000 0.0000 0.0000 REAL CONSTANT SET 2 IT EMS 1TO 6 36.000 0.35000 0.0000 0.0000 0. 0000 0.0000 REAL CONSTANT SET 3 IT EMS 1 TO 6 22.000 0.37500 33.000 4.0200 4.0200 15.588 REAL CONSTANT SET 3 IT EMS 7TO 12 0.0000 0.0000 0.0000 0.0000 0.0000 15.588 REAL CONSTANT SET 4 IT EMS lTO 6 22.000 0.37500 0.0000 0.0000 0.0000 0. 0000 REAL CONSTANT SET 4 IT: EMS 7TO 12 0.18116E-04 3.0000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 5 IT:EMS lTO 6 22.000 0.37500 33.000 4.0200 4.0200 15.588 REAL CONSTANT SET 5 IT1 EMS 7TO 12 0.0000 0.18116E-04 3.0000 0.0000 0.0000 IT] 15.588 REAL CONSTANT SET 6 IT] EMS 1TO 6

-2.0300 1.9075 0.0000 2.0300 1.9075 0.34500 REAL CONSTANT SET 6 IT] EMS 7TO 12 0.0000 1.9075 O.0000 0.0000 -1. 9075 0.28000 REAL CONSTANT SET 6 ITEEMS 13 TO 18

-2.0300 -1.9075 0. .34500 0.0000 -1.9075 0.0000 REAL CONSTANT SET 6 ITEEMS 19 TO 24 2.0300 -1.9075 0. .34500 0.0000 0.0000 0.0000 REAL CONSTANT SET 7 ITE,MS ITO 6 1.1270 1.8520 aD.0ooo -0.36500 1.8520 0.29600 REAL CONSTANT SET 7 ITEMS 7 TO 12

-0.36500 -1.8520 0.18400 1.1270 -1.8520 0.29600 REAL CONSTANT SET 8 ITEMS l TO 6 0.0000 ' 0.0000 .0.0000 0.12500 0.0000 0.10000E+ll REAL CONSTANT SET 10 ITEMS I TO 6 0.40114 0.0000 0.0000 0. 0000 0.0000 0.0000 REAL CONSTANT SET 11 ITEMS 1 TO 6 0.59524 0.0000 0.0000 0.0000 0.0000 0.0000 Page F14

--- -.- 1- -

REAL CONSTANT SET 12 ITEMS 1 TO 6 0.0000 0. .0000 0.0000 0.50000 0.0000 0.10000E+ll REAL CONSTANT SET 0.10000E+1l 0.0000 13 ITEMS 1 2ro 6 0.0000 0.0000 .0.0000 0.0000 REAL CONSTANT SET 14 ITEMS 1 r0 6 10.000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 15 ITEMS 1 No 6 100.00 1000.0 1000.0 1.0000 1.0000 0.0000 REAL CONSTANT SET 15 ITEMS 7 To 12 0.0000 1000.0 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 17 ITEMS 1 T'O 6 0.66000E+07 0.0000 0.0000 0.0000 I0.0000 0.0000 REAL CONSTANT SET 18 ITEMS 1 TO 6 0.58000E+07 0.0000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 19 ITEMS 1 T,O 6 0.0000 0.0000 0.0000 0.50000 0.0000 0.10000E+11 REAL CONSTANT SET 20 ITEMS 1 T1D 6 10.000 0.0000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 21 ITEMS 1 1(O 6 10.000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 22 ITEMS 1 O 6 10.000 0.0000 0.0000 0.0000 0.0000 0.0000 "C

REAL CONSTANT SET 23 ITEMS 1 10.000

) 6 0.0000 0.0000 0.0000 0.0000 0.0000 rC REAL CONSTANT SET 24 ITEMS 1 I 10.000

) 6 0.0000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 25 ITEMS 1 1 6 363.00 0.0000 0.0000 0.37500 -10.000 1515.0 REAL CONSTANT SET 26 ITEMS 1 2 ) 6 363.00 0.0000 0.0000 1.2500 -10.000 1832.0 REAL CONSTANT SET 27 ITEMS 1 aIC 6 1.5000 0.0000 0.0000 0.0000 0.0000 0.0000 ACTIVE COORDINATE SYSTEM SET TO 0 (CARTESIAN)

NODE 1 KCS- 0 X,Y,Z- 0.0000 0.0000 0.0000 NODE 2 KCS- 0 X,Y,Z- -37.000 0.0000 0.0000 NODE 3 KCS- 0 X,YZ- -74.000 0.0000 0.0000 NODE 4 KCS- 0 X,Y,Z- -96.000 0.0000 0.0000 NODE 5 KCS- 0 X,YZ- -100.00 0.0000 0.0000 NODE 6 KCS- 0 X,Y,Z- -135.25 0.0000 0.0000 NODE .7 KCS- 0 X,Y,Z- -170.50 0.0000 0.0000 NODE 8 KCS- 0 X,Y,Z- -205.75- 0.0000 - 0.0000 NODE 9 KCS- 0 X,Y,Z- -241.00 0.0000 0.0000 NODE 10 KCS- 0 X,Y,Z- -245.00 0.0000 0.0000 Page F15

- - -... . -..... - v6v fvv NODE 11 KCS- C x, Z.- -266.00 0.0000 0.0000 NODE 12 KCS- 0 xyZ- * -305.00 0. 0000 0.0000 NODE 13 KCS- 0 ,x y, z * -338.00 -33.000 0.0000 NODE 14 KCS- 0 x, z.* -338.00 -66.250 0. 0000 NODE 15 KCS- 0 xyz.- -338.00 -99.500 0.0000 NODE 16 KCS- 0 xyZ. - -338.00 -132.75 0. 0000 NODE 17 KCS- 0 xyZ.* -338.00 -166.00 0.0000 NODE 18 KCS- 0 xyZ- -338.00 -190.50 0.0000 XI XY, Z-NODE 19 KCS- 0 xYz- -338.00 -222.25 0. 0000 X, Y. Z-NODE 20 KCS- 0 x0,yz- -371.00 -255.25 0. 0000

.X, Y. Z-NODE 21 KCS- 0 XY,Z- * -394.00 -255.25 0.0000

)I XY, Z-NODE 22 KCS' 0 XIY,Z- -394.00 -255.25 0.0000

)X, Y. Z-NODE 30 KCS- 0 -74.000 0.0000 13.125 XI XY, Z-NODE 31 KCS- 0 XY,Z= -74.000 -30.500 13.125 I X Y. Z-NODE 32 KCS- 0 -74.000 -41. 000 13.125 I X Y. Z-NODE 33 KCS- 0 -74.000 -30. 500 0.0000 I X Y. Z-NODE 34 KCS- 0 X,y, z=

XY,Z- -74.000 0.0000 -13.125 NODE 35 KCS- 0 -74.000 -30.500 -13.125 X, y, z-NODE .36 KCS- 0 -74.000 -41.000 -13.125 X,

X, Y,y, Z=

z_

NODE 37 KCS- 0 -74.000 0.0000, 13.125 X, Y. Z-NODE 38 KCS- 0 -74.000 0.0000 -13.125 NODE 39 KCS- 0 -74.000 -30.500 0.0000 X, Y. Z-NODE 200 KCS- 0 X,Y,z= -74.000 -41. 000 13.125 X, Y. Z=

NODE 201 KCS- 0 X,YZ- -74. 000 -41.000 -13.125 X,YZ-NODE 40 KCS- 0 X, y, Z- -266.00 0.0000 13.125 XI Y, Z-NODE 41 KCS- 0 -266.00 -30.500 13.125 NODE 42 KCS- 0 X, Y. Z= -266.00 -41. 000 13.125 NODE 43 KCS- 0 X,Y,z- -266.00 -30.500 0.0000 NODE 44 KCS- 0. -266.00 0.0000 -13.125 X,Y,Z-NODE 45 KCS= 0 -266.00 -30.500 -13.125 NODE 46 KCS- 0 -266.00 -41.000 -13.125 X, y, z-NODE 47 KCS- 0 -266.00 0.0000 13.125 NODE 48 KCS- 0 -266.00 0.0000 -13.125 NODE 49 KCS- 0 -266.00 -30.500 0.0000 NODE 202 KCS- 0 -266.00 -41.000 13.125 X4,y, z-NODE 203 KCS- 0 -266.00 -41. 000 -13.125 Page F16

--- *. - v * % . *-,vv NODE 50 KCS- 0 X,Y,Z- -377.00 -190.50 -11.957 NODE 51 KCS- 0 X,Y,Z- -349.9t6 -190.50 -11.957 NODE 52 KCS- X,Y,Z- -338.0o -190. 50 0 -11.957 NODE 53 KCS- 0 X,Y,Z- -326.04 -190.50 -11. 957 NODE 54 KCS- 0 X,Y,Z- -306.0C -190.50 -11.957 NODE 55 KCS- X,Y,Z- -349.96 -190.50 0 0.0000 NODE 56 KCS- 0 X,Y,Z- -326.04 -190.50 0.0000' NODE 57 KCS- 0 X,Y,Z- -377.00 -190.50 11. 957 NODE 58 KCS- 0 X,Y,Z- -349.96 -190.50 11. 957 NODE 59 KCS- 0 X,Y,Z- -338.00 -190.50 11. 957

-NODE 60 KCS- 0 X,Y,Z- -326.04 -190.50 11. 957 NODE 61 KCS- 0 X,Y,Z- -306.00 -190.50 11. 957 NODE 62 KCS- 0 X,Y,Z- -338.00 -190.50 -11. 957 NODE 63 KCS- 0 X,Y,Z- -349.96 -190.50 0.0000 NODE 64 KCS- 0 X,Y,Z- -326.04 -190.50 0.0000 NODE 65 KCS- 0 X,Y,Z- -338.00 -190.50 11. 957 NODE 72 KCS- 0* X,Y,Z- -338.00 -186.50 -11. 957 NODE 73 KCS- 0 X,Y,Z= -349.96 -186. 50 0.0000 NODE 74 KCS- 0 X,Y,Z- -326.04 -186.50 0.0000 NODE 75 KCS- 0 X,Y,Z- -338.00 -186.50 11. 957 NODE 100 KCS- 0 X,Y,Z- -305.00 -33.000 0.0000 NODE 101 KCS- 0 X,Y,Z- -371.00 -222.25 0.0000 NODE 102 KCS- 0 X,Y,Z- -349.96 -180.50 -11. 957 NODE 103 KCS- 0 X,Y,Z- -326.04 -180.50 11.957 MATERIAL NUMBER SET TI 1 ELEMENT TYPE SET TO 1 REAL CONSTANT NUMBER- 1 ELEMENT 1 1 2 0 ELEMENT 2 a 3 0 ELEMENT 3 3 4 0 ELEMENT 4 44 5 0 REAL CONSTANT NUMBER- 2 ELEMENT 5 i 6 0 ELEMENT 6 6 7 0 ELEMENT -7 7 8 0 Page F17

ELEMENT 8 8 9 0 REAL CONSTANT NUMBER-1 ELEMENT 9 9 10 0 ELEMENT 10 10 11 0 ELEMENT 11 11 12 0 ELEMENT TYPE SET TO 2 REAL CONSTANT NUMBER- 3 ELEMENT 12 12 13 100 ELEMENT TYPE SET TO 1 REAL CONSTANT NUMBER- 1 ELEMENT 13 13 14 0 ELEMENT 14 14 15 0 ELEMENT 15 15 16 0 ELEMENT 16 16 17 0 REAL CONSTANT NUMBER- 4 ELEMENT 17 17 18 0 ELEMENT 18 18 19 0 ELEMENT TYPE SET TO 2 REAL CONSTANT NUMBER- 5 ELEMENT 19 19 20 101 ELEMENT TYPE SET TO 1 REAL CONSTANT NUMBER-4 ELEMENT 20 20 21 0-MATERIAL NUMBER SET TO 2 REAL CONSTANT NUMBER- 6 ELEMENT TYPE SET TO 13 ELEMENT 30 30 31 3 ELEMENT

31 31 32 3 ELEMENT 32 31 33 3 ELEMENT 33 33 35 3 ELEMENT 34 34 35 3 ELEMENT 35 35 36 3 ELEMENT 40 40 41 11*

ELEMENT 41 41 42 I11 ELEMENT 42 41 43 11 ELEMENT 43 43 45 11 Page F18

ELEMENT 44 44 45 11 ELEMENT 45 45 46 11 REAL CONSTANT NUMBER- 7 ELEMENT 50 50 51 102 ELEMENT 51 51 52 102 ELEMENT 52 52 53 102 ELEMENT 53 53 54 102 ELEMENT 54 55 51 102 ELEMENT 55 58 55 102 ELEMENT 56 53 56 103 ELEMENT 57 56 60 103 ELEMENT 58 58 57 103 ELEMENT 59 59 58 103 ELEMENT 60 60 59 103 ELEMENT 61 61 60 103 MATERIAL NUMBER SET TO 3

ELEMZNT TYPE SET TO 3 REAL CONSTANT NUMBER- 15 ELEMENT 70 3 37 0 ELEMENT - 71 3 38 0 ELEMENT 72 11 47 0 ELEMENT 73 11 48 0 ELEMENT TYPE SET TO 6 REAL CONSTANT NUMBER- 8 ELEMENT 74 37 30 ELEMENT 75 34 38 ELEMENT 76 47 40 ELEMENT 77 44 48 ELEMENT TYPE SET TO 3

REAL CONSTANT NUMBER- 15 ELEMENT 78 18 62 0 ELEMENT 79 18 63 0 ELEMENT 80 18 64. 0 ELEMENT 81 18 65 0 ELEMENT TYPE SET TO 6 Page F19

REAL CONSTANT NUMBER- 12 ELEMENT 82 52 62 ELEMENT 85 65 59 ELEMENT TYPE SET TO 5 REAL CONSTANT NUMBER- 19 ELEMENT 83 63 55 ELEMENT 84 56 64 ELEMENT TYPE SET TO

.3 REAL CONSTANT NUMBER- 15 ELEMENT 86 3 39 a ELEMENT 87 11 49. 0 ELEMENT TYPE SET TO 14 REAL CONSTANT NUMBER- 25 ELEMENT 88 39 33 39 33 REAL CONSTANT NUMBER- 26 ELEMENT 89 49 43 49 43 ELEMENT TYPE SET TO -7 REAL CONSTANT NUMBER- 14 ELEMENT 94 21 22 ELEMENT TYPE SET TO 8 REAL CONSTANT NUMBER- 20 ELEMENT 95 21 22 ELEMENT TYPE SET TO 9 REAL CONSTANT NUMBER- 21 ELEMENT 96 21 22 ELEMENT TYPE SET TO 10 REAL CONSTANT NUMBER- 22 ELEMENT 97 21 22 ELEMENT TYPE SET TO 11 REAL CONSTANT NUMBER- 23 ELEMENT 98 21 22 ELEMENT TYPE SET TO 12 REAL CONSTANT NUMBER- 24 ELEMENT 99 21 22 ELEMENT TYPE SET TO 4

REAL CONSTANT NUMBER-10 Page F20

ELEMENT 100 4 ELEMENT 101 10 REAL CONSTANT NUMBER- 11 ELEMENT 102 21 ELEMENT TYPE SET TO 10 REAL CONSTANT NUMBER- 18

.ELEMENT 200 32 200 ELEMENT 203 36 201 ELEMENT 205 42 202 ELEMENT 206 46 203 ELEMENT TYPE SET TO 12 REAL CONSTANT NUMBER- 17 ELEMENT 201 32 200 ELEMENT 204 36 201 ELEMENT 206 42 202 ELEMENT 209 46 203 ELEMENT TYPE SET TO 3

REAL CONSTANT NUMBER- 15 ELEMENT 220 18 72 0 ELEMENT 221 18 73 0 ELEMENT 222 18 74 0 ELEMENT 223 18- 75 0 ELEMENT TYPE SET TO 15 REAL CONSTANT NUMBER- 27 ELEMENT 224 72 52 ELEMENT 225 73 55 ELEMENT 226 74 56 ELEMENT 227 75 59 SPECIFIED CONSTRAINT UX FOR SELECTED NODES REAL- 0.00000000 -22 TO 22 BY 1' IMAG- 0.00000000 ADDITIONAL DOFS- UY iuZ ROTX ROTY ROTZ SPECIFIED CONSTRAINT UX FOR SELECTED NODES REAL- 0.00000000 32 TO 32 BY 1 EMAG- 0.00000000 ADDITIONAL DOFS- UY I3Z ROTY SPECIFIED CONSTRAINT UX FOR SELECTED NODES REAL- 0.00000000 36 TO 36 BY 1.

1:MAG- 0.00000000 ADDITIONAL DOFS- UY tlZ ROTY SPECIFIED CONSTRAINT UX FOR SELECTED NODES REAL- 0.00000000 42 TO 42 BY 1 3HMAG- 0.00000000 Page F21

ADDITIONAL DOFS- UY UZ ROTY SPECIFIED CONSTRAINT UX FOR SELECTED NODES REAL- 0.00000000 46 TO 46 BY 1 IMAG- 0.00000000 ADDITIONAL DOFS- UY UZ ROTY SPECIFIED CONSTRAINT VX FOR SELECTED NODES REAL- 0.00000000 50 TO 50 BY 1 IMAG- 0.00000000 ADDITIONAL DOFS- UY UZ ROTX ROTY ROTZ SPECIFIED CONSTRAINT UX FOR SELECTED NODES REAL- 0.00000000 54 TO 54 BY 1 IMAG- 0.00000000 ADDITIONAL DOFS-. UY UZ SPECIFIED CONSTRAINT UX FOR SELECTED NODES REAL- .0.00000000 57 TO 57 BY 1 IMAG- 0.00000000 ADDITIONAL DOFS- UY UZ ROTX ROTY ROTZ SPECIFIED CONSTRAINT UX FOR SELECTED NODES REAL- 0.00000000 61 TO 61 BY IMAG- 0.00000000 1 ADDITIONAL DOFS- UY UZ SPECIFIED CONSTRAINT UX FOR SELECTED NODES REAL- 200 TO 203 BY 1 0.00000000 IMAG- 0.00000000 ADDITIONAL DOFS- UY UZ ROTX ROTY ROTZ LIST ALL SELECTED NODES. DSYS- 0 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERTSIwN_ TNmv r. - - -

Z1:41:51 MAR 06, 2003 CP- 0.841 EDG Exhaust Piping North Tornado Wind NODE X Y z THXY THYZ THZX 1 0. 0000 0.0000 0.0000 0.00 0.00 0.00 2 -37.000 0.0000 0.0000 0.00 0.00 0.00

.3 -74.000 0. 0000 0.0000 0.00 0.00 0.00 4 -96.000 0.0000 0.0000 0.00 0.00 0.00 5 -100.00 0.0000 0.0000 0.00 0.00 0.00 6 -135.25 0.0000 0.0000 0.00 0.00 0.00 7 -170.50 0. 0000 0.0000 0.00 0.00 0.00 8 -205.75 0. 0000 0.0000 '0.00 0.00 0.00 9 -241.00 0.0000 O.0000 0.00 10 *0.00 0.00

-245.00 0. 0000 0.0000 0.00 0.00 '0.00 11 -266.00 0. 0000 0.0000 0.00 0.00 0.00 12 -305.00 0.0000 0.0000 0.00 0.00 0.00 13 -338.00 -33.000 0.0000 0.00 0.00 0.00 14 -338.00 -66.250 0.0000 0.00 0.00 0.00 15 -338.00 -99.500 0.0000 0.00 0.00 0.00 16 -338.00 -132.75 0.0000 0.00' 0.00 0.00 17 -338.00 -166.00 0.0000 0.00 0.00 0.00 18 -338.00 -190.50 0.0000 *0.00 0.00 0.00

- 19 -338.00 -222.25 0.0000 0.00 0.00 0.00 20 -371.00 -255.25 0.0000 0.00 0.00 0.00 21 -394.00 -255.25 0.0000 0.00 0.00 0.00 22 -394.00 -255.25 0.0000 0.00 0.00 0.00 30 -74.000 0.0000 13.125 0.00 0.00 0.00 31 -74. 000 -30.500 13.125 0.00 0.00 0.00 32 -74.000 -41.000 13.125 0.00 0.00 0.00 33 -74.000 -30.500 0.0000 0.00 0.00 0.00 34 -74.000 0.0000 -13.125 0.00 *0.00 0.00 35 -74.000 -30.500 -13.125 0.00 0.00 0.00 36 -74.000 -41. 000 -13.125 37 -74. 000 0.00 0.00 0.00 0.0000 13.125 0.00 0.00 38 -74.000 0.00 0.0000 -13.125 0.00 0.00 39 -74.000 0.00

-30. 500 0.0000 0.00 0.00 40 -266.00 0.00 0.0000 13.125 0.00 0.00 0.00 41 -266.00 -30.500 13.125 0.00 0.00 0.00 Page F22

42 -266.00 -41.000 13.125 0.00 0.00 0;00 43 -266.00 -30. 500 0.0000 0.00 0.00 0.00 44 -266.00 0.0000 -13.125 0.0-0 0.00 0.00 45 -266.00 -30.500 -13.125 46 0.00 0.00 0.00

-266.00 -41.000 -13.125 0.00 0.00 0.00 47 -266.00 0.0000 13.125 O.00 0.00 0.00 48 -266.00 0.0000 -13.125 0.00 0.00 0.00 49 -266.00 -30.500 0.0000 50 0.00 0.00 0.00

-377.00 -190.50 -11.957 0.00 0.00 0.00 51 -349.96 -190.50 -11.957 52 0.00 0.00 0.00

-338.00 -190.50 -11.957 53 0.00 0.00 0.00

-326.04 -190.50 -11.957 0.00 0.00 0.00 54 -306.00 -190.50 -11.957 0.00 0.00 0.00 55 -349.96 -190.50 0.0000 56 0.00 0.00 0.00

-326.04 -190.50 0.0000 57 0.00 0.00 0.00

-377.00 -190.50 11. 957 1 0.00 0.00 0.00

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.t.1

ANSYS/Mechanical U * ***

00251976 VERSION-INTEL NT 21:41:51 MAR 06, 2003 cp-0.861 EDG Exhaust Piping North Tornado Wind NODE X Y z THXY THYZ THZX 58 -349.96 -190.50 11. 957 0.00 0.00 0.00 59 -338.00 -190.50 11. 957 0.00 0.00 0.00 60 -326.04 -190.50 11. 957 0.00 0.00 0.00 61 -306.00 -190.50 11. 957 0.00 0.00 0.00 62 -338.00 -190.50 -11. 957 0.00 0.00 0.00 63 -349.96 -190.50 0.0000 0.00 0.00 0.00 64 -326.04 -190.50 0.0000 0.00 0.00 0.00 65 -338.00 -190.50 11.957 0.00 0.00 0.00 72 -338.00 -186.50 -11. 957 0.00 0.00 0.00 73 -349.96 -186.50 0.0000 0.00 0.00 0.00 74 -326.04 -186.50 0. 0000 0.00 0.00 0.00 75 -338.00 -186.50 11.957 0.00 0.00 0.00 100 -305.00 -33.000 0.0000 0.00 0.00 0.00 101 * -371.00 -222.25 0. 0000 0.00 0.00 0.00 102 -349.96 -180.50 -11.957 . 0.00 0.00 0.00 103 -326.04 -180.50 11. 957 0.00 0.00 0.00 200 -74. 000 -41.000 13.125 0.00 0.00 0.00 201 -74.000 -41. 000 -13.125 0.00 0.00 0.00 202 -266.00 -41. 000 13.125 0.00 0.00 0.00 203 -266.00 -41.000 -13.125 0.00 0.00 0.00 LIST MATERIALS 1 TO 3 BY 1 PROPERTY- ALL PROPERTY TABLE EX MAT. 1 NUM. POINTS-TEMPERATURE DATA TEMPERATURE 1 DATA DATA 0.0000 0.2!7900E+0E TEMPERATURE PROPERTY TABLE NUOXY MAT- 1 NUM. POINTS-TEMPERATURE DATA TEMPERATURE 1 DATA TEMPERATURE DATA 0.0000 0.3 30000 PROPERTY TABLE DEN S MAT- 1 NUM. POINTS-TEMPERATURE DATA TEMPERATURE 1 DATA TEMPERATURE DATA 0.0000 0.7 3386E-03 PROPERTY TABLE EX MAT- 2 NUM. POINTS-TEMPERATURE DATA TEMPERATURE DATA 0.0000 TEMPERATURE DATA 0.29000E+08 PROPERTY TABLE NUXY MAT- 2 NUM. POINTS-TEMPERATURE DATA TEMPERATURE 1 DATA TEMPERATURE DATA 0.0000 0.30000 PROPERTY TABLE DENS MAT- 2 NUM. POINTS- 1 Page F23

TEMPERATUR7E DATA TEMPERATURE DATA TEMPERATURE DATA 0.0000 0.73386E-03 PROPERTY TABLE EX MAT- 3 NUM. POINTS- 1 TEMPERATURE DATA TEMPERATURE DATA TEMPERATURE DATA 0.0000 0.29000E+08 PROPERTY TABLE NUXY MAT- 3 NUM. POINTS- 1 TEMPERATURE DATA TEMPERATURE DATA TEMPERATURE DATA 0.0000 0.30000 PROPERTY TABLE DENS MAT- 3 NUM. POINTS- 1 TEMPERATURE DATA TEMPERATURE DATA TEMPERATURE DATA 0.0000 0.0000 LIST ELEMENT TYPES FROM 1 TO 15 BY 1

- - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:41:51 MAR 06, 2003 CP- 0.861 EDG Exhaust Piping North Tornado Wind.

ELEMENT TYPE 1 IS PIPE16 ELASTIC STRAIGHT PIPE - . INOPR KEYOPT(1-12)- 000 00 0 00 00 0 0 .0 ELEMENT TYPE 2 IS PIPE18 ELASTIC CURVED PIPE (EL BOW)

IKEYOPT (1-12)- INOPR 000 00 0 o 00 0 00 0 0 ELEMENT TYPE 3 IS BEAM4 3-D ELASTIC BEAM KEYOPT(1-12)- INOPR 000 00 0 00 00 00 0 0 ELEMENT TYPE 4 IS MASS21 STRUCTURAL MASS KEYOPT(1-12)- INOPR 0 0 2 0 0 0 00 0 0 .00 0 ELEMENT TYPE 5 IS COMBIN40 COMBINATION KEYOPT,(1-12)- INOPR 000 00 0 0 00 00 00 0 0 ELEMENT TYPE 6 IS COMBIN40 COMBINATION KEYOPT(1-12)- INOPR 0 0 3 0 0 0 00 00 00 0 0 ELEMENT TYPE 7 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- INOPR 0 1 0 0 0 0 0 p 0. 0 0 .0 0 ELEMENT TYPE 8 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- INOPR 0 2 0 0 0 0 00 0 00 0 0 ELEMENT TYPE 9 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- INOPR 0 3 0 0 0 0 0 0 .0 00 0 0 ELEMENT TYPE 10 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- INOPR 040 00 0 00 00 00 0 0 ELEMENT TYPE 11 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- INOPR 050 00 0 00 0 00 0 0 ELEMENT TYPE 12 IS COMBIN14 SPRING-DAMPER KEYOPT(1-12)- INOPR 0 6 0 0 0 0 00 00 00 0 0 ELEMENT TYPE 13 IS BEAM24 3-D THIN-WALLED BEAM REYOPT(1-12)- INOPR 1 0 0 0 0 0 00 00 00 0 0 ELEMENT TYPE 14 IS COMBIN37 CONTROL .INOPR KEYOPT(1-12)- 0 2 2 1 0 0 0 0 0 ,0 0 0 ONP ELEMENT TYPE 15 IS LINK10 COMPRESSION-ONLY SPAR KEYOPT(1-12)- INOPR 001 00 0 00 00 00 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ Page F24

THREE-DIMENSIONAL MODEL 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION_CJ V J Le_

IM. .. __ A 44;.jl;al PLAK Vb, ZUUJ CP- 0.911 EDG Exhaust Piping North Tornado Wind LIST REAL SETS 1 TO 27 BY 1 REAL CONSTANT SET 1 ITEMS 1 TO 6 22.000 - '0.37500 0. 0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 2 ITEMS 1 TO 6 36.000 0.35000 *0. 0000 0. 0000 0.0000 0.0000 REAL CONSTANT SET 3 ITEMS 1 TO 22.000 6 0.37500 33.000 4.0200 4.0200 15. 588 REAL CONSTANT SET ITEMS 7 TO 12 3

0.0000 0.0000 0.0000 0.0000 0.0000 15. 588 REAL CONSTANT SET ITEMS 1 TO 22.000 4 6 0.37500 0.0000 0. 0000 0.0000 0. 0000 REAL CONSTANT SET 4 ITEMS 7 TO 12 0.18116E-04 3.0000 0. 0000 0.0000 0.0000 0.0000 REAL CONSTANT SET ITEMS 1 TO 6 22.000 5 0.37500 33.000 4.0200 4.0200 15.588 REAL CONSTANT SET 5 ITEMS 7 TO 12 0.0000 0.18116E -04 3.0000 0.0000 0.0000 15.588 REAL CONSTANT SET ITEMS 1 TO 6 6

-2.0300 . 1.9075 0.0000 2.0300 1.9075 0.34500 REAL CONSTANT SET ITEMS 7 TO 12 6

0.0000 1.9075 0.0000 0.0000 -1. 9075 0.28000 REAL CONSTANT SET ITEMS 13 TO 18 6

-2.0300 -1.9075 0.34500 0. 0000 -1.9075 0.0000 REAL CONSTANT SET 6 ITEMS 19 TO 24 2.0300 -1.9075 0.34500 0.0000 0. 0000 0.0000 REAL CONSTANT SET 7 ITEMS 1 TO 6 1.1270 1.8520 0.0000 -0.36500 1.8520 0.29600 REAL CONSTANT SET 7 ITEMS 7 TO 12

-0.36500 -1.8520 0.18400 1.1270 -1.8520 0.29600 REAL CONSTANT SET 8 ITEMS 1 TO 6 0.0000 0.0000 0.0000 0.12500 0.0000 0.10000E+ll REAL CONSTANT SET .0 ITEMS 1 TO 6

0. 40114 0.0000 0.0000 0. 0000 0.0000 0.0000 REAL CONSTANT SET 11 ITEMS 1 TO 6 0.59524 0.0000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 12 ITEMS 1 TO 6 0.0000 . .0000 0.0000 0.50000 0.0000 0.10000E+ll REAL CONSTANT SET 13 ITEMS 1 TO 6 0.10000E+11 0.0000 0.0000 0. 0000 0.0000 0.0000 REAL CONSTANT SET 14 ITEMS 1 TO 10.000 0.0000 0.0000 0.0000 0.0000 0.0000 Page F25

REAL CONSTANT SET 15 ITEMS 1 TO 6 100.00 1000.0 1000.0 1.0000 1.0000 0.0000 REAL CONSTANT SET 15 ITEMS 7 TO 12 0.0000 1000.0 0.0000 0.0000 0.0000 0. 0000 REAL CONSTANT SET 17 ITEMS 1 TO 6 0.66000E+07 0.0000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 18 ITEMS 1 TO 6 0.58000E+07 0.0000 0.0000 0.0000 .0.0000 0.0000 REAL CONSTANT SET 19 ITEMS 1 TO 6 0.0000 0.0000 0.0000 0.50000 0.0000 0.10000E+ll 1

ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U '

00251976 VERSION-INTEL NT 21:41:51 MAR 06, 2003 CP- 0.931 EDG Exhaust Piping North Tornado Wind REAL CONSTANT SET 20 ITEMS 1 TO 6 10.000 0.0000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 21 ITEMS 1 TO 6 10.000 0.0000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 22 ITEMS 1 TO 6 10.000 0.0000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 23 ITEMS 1 TO 6 10.000 0.0000 0.0000 0.0000 0.0000 *0.0000 REAL CONSTANT SET 24 ITEMS 1 TO 6 10.000 0.0000 0.0000 0.0000 0.0000 0.0000 REAL CONSTANT SET 25 ITEMS 1 TO 6 363.00 0.0000 0.0000 0.37500 -10.000 1515.0 REAL CONSTANT SET 26 ITEMS 1 TO- 6 363.00 0.0000 0.0000 1.2500 -10.000 1832.0 REAL CONSTANT SET 27 ITEMS 1 TO 6 1.5000 0.0000 0.0000 0.0000 0.000f0 0.0000 LIST ALL SELECTED ELEMENTS. (LIST NODES) 1

- - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:41:51 MAR 06, 2003 CP- 0.951 EDG Exhaust Piping North Tornado Wind ELEM MAT TYP REL ESY SEC NODES 1 1 1 1 0 1 1 2 0 2 1 1 1 0 1 2 3 0 3 1 1 1 0 1 3 4 0 4 1 1 1 0 1 4 5 0 5 i 1 2 0 1 5 6 0 6 1 1 2 0 1 6 7 0 7 1 1 2 0 1 7 8 0 8 1 1 2 0 1 8 9 0 9 1 1 1 0 1 9 10 0 10 1 1 1 0 1 10 11 0 11 1 1 1 0 1 11 12 0 Page F26

12 1 2 3 0 1 12 13 100 13 1 1 1 0 1 13 14 0 14 1 1 1 0 1 14 15 0 15 1 1 1 0 1 15 16 0 16 1 1 1 0 1 16 17 0 17 1 1 4 0 1 17 18 0 18 1 1 4 0 1 18 19 0 19 1 2 5 0 1 19 20 101 20 1 1 4 0 1 20 21 0 30 2 13 6 0 1 30 31 3 31 2 13 6 0 1 31 32 3 32 2 13 6 0 1 31 33 3 33 2 13 6 0 1 33 35 3 34 2 13 6 0 1 34 35 3 35 213 6 0 1 35 36 3 40 2 13 6 0 1 40 41 11 41 2 13 6 0 1 41 42 11 42 2 13 6 0 1 41 43 11 43 2 13 6 0 1 43 45 11 44 2 13 6 0 1 44 45 11 45 2 13 6 0 1 45 46 11 50 2 13 7 0 1 50 51 102 51 213 7 0 1 51 52 102 52 2 13 7 0 1 52 53 102 53 2 13 7 0 1 53 54 102 54 2 13 7 0 1 55 51 102 55 2 13 7 0 1 58 55 102 56 2 13 .7 0 1 53 56 103 57 2 13 7 0 1 56 60 103 58 2 13 7 0 1 58 57 103 59 2 13 7 0 1 59 58 103 60 2 13 7 0 1 60 59 103 61 2 13 7 0 1 61 60 103 70 3 3 15 0 1 3 37 0 71 3 3 15 0 1 3 38 0 72 3 3 15 0 1 11 47 0 73 3 3 15 0 1 11 48 0 74 3 6 8 0 1 37 30.

75 3 6 8 0 1 34 38 1

ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:41:51 MAR 06, 2003 CE- 0.961 EDG Exhaust Piping North Tornado Wind ELEM MAT TYP REL ESY SEC NODES 76 3 6 8 0 1 47 40 77 3 6 8 0 1 44 48 78 3 3 15 0 1 18 62 0 79 3 3 15 0 1 18 63 0 80 3 3 15 0 1 18 64 0 81 3 3 15 0 1 18 65 0 82 3 6 12 0 1 52 62 83 3 5 19 0 1 63 55 84 3 5 19 0 1 56 64 85 3 612 0 1 65 59 86 3 3 15 0 1 3 39 0 87 3 3 15 0 1 11 49 0 88 3 14 25 0 1 39 33. 39 33 89 3 14 26 0 1 49 43 49 43 94 3 7 14 0. 1 21 22 95 3 8 20 0 1 21 22 96 3 921 0 1 21 22 97 3 10 22 0 1 21 22 98 3 11 *23 0 1 21 22 99 3 12 24 0 1 21 22 100 3 4 10 0 1 4 Page F27

101 3 4 10 0 1 10 102 3 4 11 0 1 21 200 3 10 18 0 1 32 200 201 3 12 17 0 1 32 200 203 3 10 18 0 1 36 201 204 3 12 17 0 1 36 201 205 3 10 18 0 1 42 202 206 3 12 17 0 1 42 202 208 3 10 18 0 1 46 203 209 3 12 17 0 1 46 203 220 3 3 15 0 1 18 72 0 221 3 3 15 0 1 18 73 0 222 3 3 15 0 1 18 74 0 223 3 3 15 0 1 18 75 0 224 3 15 27 0 1 72 52 225 3 15 27 0 1 73 55 -

226 3 15 27 0 1 74 56 227 3 15 27 0 1 75 59 LIST DATA.TABLE ALL FOR ALL MATERIALS 1

- - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:41:51 MAR 06, 2003 CP- 0.971 EDG Exhaust Piping North Tornado Wind BiKin P1 (BKIN) Table For Material 2 Temps 0.0000 Yld Strs 36000.

Tang Mod 0.0000

ROUTINE COMPLETED ***** CP - 0971 0

- - ANSYS SOLUTION ROUTINE

PERFORM A TRANSIENT ANALYSIS THIS WILL BE A NEW ANALYSIS NEW SOLUTION CONTROL OPTION IS ACTIVATED, THE FOLLOWING COMMANDS ARE RESET TO NEW DEFAULTS:

AUTOTS, DELTIM, NSUB, CNVTOL, LNSRCH, PRED, NROPT, TINTP, CUTCONTROL, OPNCONTROL, MONITOR, NEQIT, SSTIF, KBC.

NO CONTACT, LOSS OF CONTACT OR STICK/SLIDE TIME PREDICTIONS ARE PERFORMED DO NOT INCLUDE TRANSIENT EFFECTS FOR ALL DOFS THIS LOAD STEP SMALL DEFORMATION ANALYSIS -

WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES TIME- 1.0000

- - WARNING *** CP- 0.981 TIME- 21:41:52 The maximum number of substeps (NSBMX - 10) must be greater than the initial value for the number of substeps (NSBSTP - 1000).

The NSUBST command is ignored.

ACEL- 0.0000 386.40 0.0000

ANSYS SOLVE COMMAND

Page F28

1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VjVERSIONTkTFvT NV ,1. -t co2Ak

-C B _.

.wv News

- " a 44;q1:D& MAR U6, 2003 CP- 0. 991 EDG Exhaust Piping North Tornado Wind S O L U T IO N O P T IO N S PROBLEM DIMENSIONALITY. . . . . . . . . . . . .3-D DEGREES OF FREEDOM. . . . . . UX UY UZ ROTX RO TY ROTZ ANALYSIS TYPE . . . . . . . . . . . . . . . . .TRANS IENT I SOLUTION METHOD. . . . . . . . . . . . . . .FULL PLASTIC MATERIAL PROPERTIES INCLUDED. . . . . .YES NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRI PUMCHOSEN NOTE CP- 0.991 TIME- 21:41:52 This load step will be a static (steady-state) step.

NOTE

CP- 0.991 TIME- 21:41:52 Nonlinear analysis, NROPT set to the FULL Newton-Raphson solution procedure for ALL DOFs.

SOLCONTROLON uses sparse matrix direct solver

- - WARNING

CP- 0.991 TIME- 21:41:52 The program chosen initial timestep/load-factor is arbitrary.

necessary for the user to supply a suitable initial It is

-timestep/load-factor through the NSUB or DELTIM cozmmand for convergence and overall efficiency.

L O A D S.T E P 0 P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . ... .

1 TIME AT END OF THE LOAD STEP. . . . . . . . ..

AUTOMATIC TIME STEPPING . . . . . . . . . . . . 1.0000 ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . .

1 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . .

1 START WITH TIME STEP FROM PREVIOUS SUBSTEP . YES MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . .

15 STEP CHANGE BOUNDARY CONDITIONS . . . ... . . .

NO TRANSIENT (INERTIA) EFFECTS . . . . . . . . . ; OFF TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YE ES (EXIT)

CONVERGENCE CONTROLS. . . . . . . . . . . . . .U.'E INERTIA LOADS DEFAULTS X Y Z ACEL . . . . . . . . . . . . 0.0000 386. .40 COPY INTEGRATION POINT VALUES TO NODE . . . . .YE:S, 0.0000 FOR ELEMENTS WITH ACCTIVE MAT. NONLINEARITIES PRINT OUTPUT CONTROLS . . . . . . . . . . . N.

.NC) PRINTOUT DATABASE OUTPUT-CONTROLS ITEM FREQUENCY COMPONENT ALL ALL NONLINEAR MONITORING INFO IS WRITTEN TO FILE- north.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT - 22, BY SOLUTION CONTROL LOGIC.

ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME- north.rdb FOR POSSIBLE RESUME FROM THIS-POINT Estimated number of active DOF- 332.

Maximum wavefront- 49.

--- CROSS SECTION PARAMETERS, ELEMENT 50 PT Y-COORD Z-COORD THICK Page F29

1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0. 1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 , -0.

6840E-15) AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

- CROSS SECTION PARAMETERS, ELEMENT 51 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0. 1840 4 1.127 -1.852 0.2960 CENTROID - (0.5609E-01 , 0.000 SHEAR CENTER -

6840E-15) ( -0.9584 , -0.

AREA - 1.565 ly - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16 CROSS SECTION PARAMETERS, ELEMENT 54

PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID -( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 -0.

6840E-15) AREA - 1.565 ,

IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J- 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

- CROSS SECTION PARAMETERS, ELEMENT 55 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960

.3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 * -0.

6840E-15) AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

- CROSS SECTION PARAMETERS, ELEMENT 51 PT Y-COORD Z-COORD 7HICK 1 1.127 1.852 0.000 2 -0.3650 1.852 C).2960 3 -0.3650 -1.852 C0.1840 4 1.127 -1.852 C0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 , -0.

6840E-15) AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

-- CROSS SECTION PARAMETERS, ELEMENT 59 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000

'age F30

2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER -

6840E-15) ( -0.9584 , -0.

AREA - 1.565 IY - 3.809 IZ - 0.3779 ' IYZ - -0.3701E-16 01 IW - J - 0.3349E-0.9069 PRINCIPALM NOF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

- CROSS SECTION PARAMETERS, ELEMENIT PT 52 Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.958 4, , -0.

6840E-15) AREA - 1.565 IY 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.80 9 IZP - 0.3779 THETAP - 0.

1079E-16

-- CROSS SECTION PARAMETERS, ELEMEN'r 60 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROIi - l 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 I , -0.

6840E-15) AREA - 1.565 IY - 3.809 - IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.805 IZP - 0.3779 THETAP - 0.

1079E-16

- CROSS SECTION PARAMETERS, ELEMENI 56 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000

.2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0. 1840 4 1.127 -1.852 0.2 960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 6840E-15) AREA - 1.565 , -0.

IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16 CROSS SECTION PARAMETERS, ELEMENT 57 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.'852 0. 1840 4 1.127 -1.852 0.2960 CENTROID -. ( 0.5609E-01 0.000 SHEAR CENTER - ( -0.9584 , -0.

6840E-15) AREA - 1.565 IY - 3.809 UZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.'

1079E-16

--- CROSS SECTION PARAMETERS, ELEMENT 53 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 Page F31

3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 , -0.

6840E-15) AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

-- CROSS SECTION PARAMETERS, ELEMENT 61 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840

4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 , -0.

6840E-15) AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 - IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16 CROSS SECTION PARAMETERS, ELEMENT 45 PT Y-COORD Z-COORD THICK 1 -2.030 1.907 0.000 2 2.030 1.907 0.3450 3 0.000 1.907 0.000 4 0.000 -1.907 0.2800 5 -2.030 -1.907 0.3450 6 0.000 -1.907 0.000 7 2.030 -1.907 0.3450 CENTROID - l 0.000 .0.000 SHEAR CENTER - ( 0.000 7694E-16)

I 0.

AREA - 3.870 IY - 11.49 IZ - 3.848 IYZ - 0.000 J - 0.1391-1W - 14.00 PRINCIPAL N OF I: IYP - 11.49 IZP - 3.848 THETAP - 0.

000

-- ' CROSS SECTION PARAMETERS, ELEMENT 41 PT Y-COORD Z-COORD THICK 1 -2.030 1.907 0.000 2 2.030 1.907 0.34 50 3 0.000 1.907 0.000 4 0.000 -1.907 0.2800 5 -2.030 -1. 907 0.3450 6 0.000 -1.907 0.000 7 2.030 -1.907 0. 3450 CENTROID - ( *0.000 3 0.000 SHEAR CENTER - ( 0.000 , 0.

7694E-16) AREA - 3.870 IY - 11.49 IZ - 3.848 IYZ - 0.000 J - 0.1391 IW - 14.00 PRINCIPAL M OF I: IYP - 11.49 IZP - 3.B48 THETAP - 0.

000 CROSS SECTION PARAMETERS, ELEMENT 43 PT Y-COORD Z-COORD THICK 1 -2.030 1.907 0.000 2 2.030 1.907 0.3450 3 0.000 1.907 0.000 4 0.000 -1.907 0.2800

.5 -2.030 -1.907 0.3450 6 0.000 -1.907 0.000 7 2.030 -1.907 0.3450 CENTROID - ( 0.000 O.000 ) SHEAR CENTER - 0.000

( , 0.

7694E-16) AMEA - 3.870 IY - 11.49 IZ - 3.848 IYZ - 0.000 J - 0.1391 Page F32

IW ' 14.00 PRINCIPAL M OF I: IYP - 11.49 IZP - 3.848 THETAP - 0.

000

-- CROSS SECTION PARAMETERS, ELEMENT 42 PT Y-COORD Z-COORD THICK 1 -2.030 1.907 0.000 2' 2.030 1.907 0.3450 3 0.000 1.907 0.000 4 0.000 -1.907 0.2800 5 -2.030 -1.907 0.3450 6 0.000 -1.907 0.000 7 2.030 -1.907 0.3450 CENTROID - ( 0.000 t 0.000 SHEAR CENTER -

7694E-16) ( O. 000 v O.

AREA - 3.870 IY - 11.49 IZ - 3.848 IYZ - 0.000 J - 0.1391 IW - 14.00 PRINCIPAL M OF I: IYP - 11.49 IZP - ' 3.848 THETAP - 0.

000

-- CROSS SECTION PARAMETERS, ELEMENT 44 PT Y-COORD Z-COORD THICK 1 -2.030 1.907 0.000 2 2.030 1.907 0.3450 3 0.000 1.907 0.000 4 0.000 -1.907 0.2800 5 -2.030 -1.907 0.3450 6 0.000 -1.907 0.000 7 2.030 -1.907 0.3450 CENTROID - ( 0.000 f 0.000 SHEAR CENTER -

7694E-16) ( 0.000 0.

AREA - ,3.870 IY - 11.49 IZ - 3.848 IYZ - 0.000 J - 0.1391 IW - 14.00 PRINCIPAL M OF I: IYP - 11.49 IZP - 3.848 000 THETAP - 0.

CROSS SECTION PARAMETERS, ELEMENT 40 PT Y-COORD Z-COORD THICK 1 -2.030 1.907 0.000 2 2.030 1.907 0. 3450 3 0.000 1.907 0.000 4 0.000 -1.907 0. 2800 5 -2.030 -1.907, 0. 3450 6 0 .000 -1.907 0.000 7 2.030 -1.907 0. 3 450 CENTROID - ( 0.000 . 0.000 SHEAR CENTER - ( 0.000 , 0.

7694E-16) AREA - 3.870 IY - 11.49 IZ - 3.848 IYZ - 0.000 J - 0.1391 IW - 14.00 PRINCIPAL M OF I: IYP - 11.49 IUP - 3.848 THETAP - 0.

000

--- CROSS SECTION PARAMETERS, ELEMENT 35 PT Y-COORD Z-COORD THICK 1 -2.030 1.907 0.000 2 2.030 1.907 0.3450 3 0.000 1.907 0.000 4 0.000 -1.907 - 0.2800 5 -2.030 - -1.907 0.3450 6 0.000 -1.907 0.000 7 , 2.030 -1.907 0.3450 CENTROID - ( 0.000 0.000 ) SHEAR CENTER -

7694E-16) ( 0.000 I, .

AREA - 3.870 IY - 11.49 IZ - 3.'848 IYZ - 0.000 IW -

J - 0.1391 14.00 PRINCIPAL M OF I: IYP - 11.49 IZP - 3.848 THETAP - 0.

000 Page F33

CROSS SECTION PARAMETERS, ELEMENT 31 PT Y-COORD Z-COORD THICK 1 -2.030 1.907 0.000 2 2.030 1.907 0.3450 3 0.000 1.907 0.000 4 0.000 -1. 907 0.2800 5 -2.030 -1.907 0.3450 6 0.000 -1.907 0.000 7 2.030 -1. 907 0.3450 CENTROID - ( 0.000 0.000 ) SHEAR CENTER - ( 0.000 , 0.

7694E-16) AREA - 3.870

IY - 11.49 IZ - 3.848 IYZ - 0.000 J - 0.1391 IW - 14.00 PRINCIPAL M OF I: IYP - 11.49 .IZP - 3.848 THETAP - 0.

000 CROSS SECTION PARAMETERS, ELEMENT 33 PT Y-COORD Z-COORD THICK 1 -2.030 1.907 0.000 2

2.030 1.907 0.3450 3 0.000 1.907 0.000 4 0.000 -1.907 0.2800 5 -2.030 -1.907 0.34 50 6 0.000 -1.907 0.000 7 2.030 -1.907 0.3450 CENTROID - ( 0.000 0.000 SHEAR CENTER -. ( 0.000 , 0.

7694E-16) AREA - 3.870 IY - 11.49 IZ - 3.848 IYZ - 0.000 J - 0.1391 IW - 14.00 PRINCIPAL H OF I: IYP - 11.49 IZP - 3.848 THETAP - 0.

000 CROSS SECTION PARAMETERS, ELEMENT 32 PT Y-COORD Z-COORD THICK 1 -2.030 1.907 0.000 2 2.030 1.907 0.3450 3 0.000 1.907 0.000 4 0.000 -1.907 0.2800 5 -2.030 -1.907 0.3450 6 0.000 -1.907 0.000 7 2.030 -1.907 0.3450 CENTROID - ( 0.000 I 0.000 SHEAR CENTER - 0. 000

( , 0.

7694E-16) AREA - 3.870 IY = 11.49 IZ - 3.848 IYZ - 0.000 J - 0.1391 IW - 14.00 PRINCIPAL N OF I: IYP - 11.49 IZP - 3.848 THETAP - 0.

000 CROSS SECTION PARAMETERS, ELEMENT 34 PT Y-COORD Z-COORD THICK I -2.030 1.907 0.000 2 2.030 1.907 0.3450 3 0 .000 1.907 0.000 4 0.000 -1.907 0.2800 5 -2.030 -1.907 0.3450 6 0.000 -1.907 0. 000 7 2.030 -1.907 0.3450 CENTROID - ( 0.000 0.000 ) SHEAR CENTER -

f ( 0.000 , 0.

7694E-16) AREA - 3.870 IY - 11.49 .IZ - 3.848 IYZ - 0.000 J - 0.1391 1W - 14.00 PRINCIPAL M OF I: IYP - 11.49 IZP - 3.848 THETAP - 0.

000

--- CROSS SECTION PARAMETERS, ELEMENT .30 PT Y-COORD Z-COORD THICK Page F34

1 -2.030 1.907 0. 000 2 2.030 1.907 0.3450 3 0.000 1.907 0.000 4 0.000 -1.907 0.2800 5 -2.030 -1.907 0.3450 6 0.000 -1.907 0.000 7 2.030 -1.907 0.3450 CENTROID - ( 0.000 0.000 ) SHEAR CENTER -

7694E-16) ( 0.000 O.

0 AREA - 3.870 IY -- 11.49 IZ - 3.848 IYZ - 0.000 J - 0.1391 IW - 14,00 PRINCIPAL M OF I: IYP - 11.49 IZP - 3.848 THETAP - 0.

000

- - - - CENTROID, MASS, AND MASS MOMENTS OF INERTIA *****

CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID TOTAL MASS - 15.819 MOM. OF INERTIA MOM. OF INERTIA CENTROID ABOUT ORIGIN ABOUT CENTROID XC - -244. 93 IXX - 0.2267E+06 IXX - 0. 1444E+06 YC - -72.114 IYY - 0.1148E+07 IYY - 0.1986E+06 ZC - 0.0000 IZZ - 0.1374E+07 IZZ - 0.3428E+06 IXY - -0.4022E+06 IXY - -0.1228E+06 IYZ - 0.000 IYZ - 0.000 IZX - 0.000 IZX - 0.000

- - MASS

SUMMARY

BY ELEMENT TYPE ***

TYPE MASS 1 11. 4288 2 2.15954 4 1;39752 13 0.832796 Range of element maximum matrix coefficients in global coordinates Maximum- 1.052654208E+10 at element 4.

Minimum- 10 at element 95.

- - WARNING *** CP- 2.193 TIME- 21:41:56 Coefficient ratio exceeds 1.0e8 - Check results.

ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 18 PIPE16 0.000 0.000000 2 2 PIPE18 0.000 0.000000 3 14 BEAM4 0.000 0.000000 4 3 MASS21 0.000 0.000000 5 2 COMBIN40 0.000 0.000000 6 6 COMBIN40 0.000 0.000000 7 1 COMBIN14 0.000 0.000000 8 1 COMBIN14 0.000 0.000000 9 1 COMBIN14 0.000 0.000000 10 5 COMBIN14 0.000 0.000000 11 1 COMBIN14 0.000 0.000000 12 5 COMBIN14 0.000 0.000000 13 24 BEAM24 0.110 0.004590 14 2 COMBIN37 0.000 0.000000 15 4 LINK10 0.000 0.000000 Time at end of element matrix formulation CP- 2.19315362.

FORCE CONVERGENCE VALUE - 3620. CRITERION- 18.47 MOMENT CONVERGENCE VALUE w 2299. CRITERION- 11.73 Time at end of matrix assembly CP-2.19315362.

Page F35

SPARSE MATRIX DIRECT SOLVER.

Number of equations - 332, Maximum wavefront -

Memory available for solver - 49 0.76 MB Memory required for in-core - 0.06 MB Optimal memory required for out-of-core -

0.04 MB Least memory required for out-of-core - 0.04 MB EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX.

FORCE CONVERGENCE VALUE = 0.1719E-07 CRITERION- MAX DOF INC- -0.9276E-01 MOMENT CONVERGENCE VALUE - 0.4649E-07 CRITERION- 22.63 <<< CONVERGED

>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 124.8 <<<'CONVERGED 1

ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 18 PIPE16 0.000 0.000000 2 2 PIPE18 0.000 0.000000 3 14 BEAM4 0.000 0.000000 4 3 MASS21 0.010 0.003338 5 2 COMBIN40 0.000 0.000000 6 6 COMBIN40. 0.000 0.000000 7 1 COMB N14 0.000 0.000000 8 .1 COMBrN14 0.000 0.000000 9 1 COMBIN14 0.000 0.000000 10 5 COMBIN14 0.000 0.000000 11 1 COMBIN14 0.000 0.000000 12 5 COMBIN14 0.000 0.000000 13 24 BEAM24 0.010 0. 000417 14 2 COMBIN37 0.000 0.000000 15 4 LINK10 0.000 0.000000

- - NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 18 PIPE16 0.000 0.000000 2 2 PIPE18 0.000 0.000000 3 14 BEAM4 0.000 0.000000 4 3 MASS21 0.000 0.000000 5 2 COMBIN40 0.000 0.000000 6 6 COMBIN40 0.000 0.000000 7 1 COMBIN14 0.000 0.000000 8 1 COMBIN14 0.000 0.000000 9 1 COMBIN14 0;000 0.000000 10 5 COMBIN14 0.000 0.000000 11 1 COMBIN14 0.000 0.000000 12 5 COMBIN14 0.000 0.000000 13 24 BEAM24 0.000 14 2 COMBIN37 0.000000 0.000 15 4 LINK10 0.000000 O .000

** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER - 1

- TIME - 1.00000 TIME INC - 1.00000

- t PROBLEM STATISTICS ACTUAL NO. OF ACTIVE DEGREES OF FREEDOM -

332 R.M.S. WAVEFRONT SIZE - 0.0

- - ANSYS BINARY FILE STATISTICS BUFFER SIZE USED- 16384 0.125 MB WRITTEN ON ELEMENT MATRIX FILE: north.emat 0.188 MB WRITTEN ON ELEMENT SAVED DATA FILE:

north.esav 0.063 MB WRITTEN ON ASSEMBLED MATRIX FILE:

north.full 0.188 MB WRITTEN ON RESULTS FILE: north.rst TIME- 2.0000

- - WARNING *** CP- 2.584 TIME- 21:41:56 The maximum number of substeps (NSBMX - 10) must be greater than the initial value for the number of substeps (NSBSTP The NSUBST command is ignored. - 1000).

Page F36

ACEL- 0.0000 386.40 0.0000 PARAMETER WIND - 300.0000 PARAMETER PRESSURE - 0.6395000 PARAMETER PRESSW4 - 3.261450 SELECT FOR ITEM-ELEM COMPONENT-IN RANGE 12 TO 16 STEP 1 5 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY - 2 KVAL - 1 VALUES - 14.069 14.069 14.069 14.069 SELECT FOR ITEM-ELEM COMPONENT-

.IN RANGE 30 TO 33 STEP 1 4 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

ALSO SELECT FOR ITEM-ELEM COMPONENT-IN RANGE 40 TO 43 STEP 1 8 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED BEAM ELEMENTS LKEY - 2 VALI,VALJ - 13.046 13.046 SELECT FOR ITEM-ELEM COMPONENT-IN RANGE 34 TO 35 STEP 1 2 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

ALSO SELECT FOR ITEM-ELEM COMPONENT-IN RANGE 44 TO 45 STEP 1 4 ELEMENTS (OF 89 DEFINED) SELECTED BY- ESEL COMMAND.

SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED BEAM ELEMENTS LKEY - 2 VALI,VALJ - -13.046 -13.046 ALL SELECT FOR ITEM-ELEM COMPONENT-IN RANGE 1 TO 227 STEP 1 89 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

ANSYS SOLVE COMMAND *****

WARNING '* CP- 2.604 TIME- 21:41:57 This load step will be a static (steady-state) step.

4* NOTE

CP- 2.614 TIME- 21:41:57 The step data was checked and warning messages were found.

Please review output or errors file ( file.grr ) for these warning messages.

- - NOTE *** CP- 2.614 TIME- 21:41:57 Nonlinear analysis, NROPT set to the FULL Newton-Raphson solution procedure for ALL DOFs.

SOLCONTROL,ON uses sparse matrix direct solver 1

- - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:41:57 MAR 06, 2003 CP- 2.634 EDG Exhaust Piping North Tornado Wind Page F37

L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 2 TIME AT END OF THE LOAD STEP. . . . . . . . . . 2.0000 AUTOMATIC TIME STEPPING . . ... . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 100 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO TRANSIENT (INERTIA) EFFECTS . . . . . . . . OFF TERMINATE ANALYSIS IF NOT CONVERGED . . . . YES (EXIT)

CONVERGENCE CONTROLS. . . . . . . . . . . . . .LISE DEFAULTS INERTIA LOADS X Y Z ACEL . . . . . . . . . . . . 0.0000 3866.40 0.0000 COPY INTEGRATION POINT VALUES TO NODE . . . . . YES, FOR ELEMENTS WITH LCTIVE MAT. NONLINEARITIES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .P10 PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL ALL NONLINEAR MONITORING INFO IS WRITTEN TO FILE- north.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT - 22, BY SOLUTION CONTROL LOGIC.

FORCE CONVERGENCE VALUE - 1293. CRITERION- 23.22 MOMENT CONVERGENCE VALUE.- 3115. CRITERION- 123.2 EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC- 226.6 FORCE CONVERGENCE VALUE - 0.3166E+13 CRITERION- 30.18 MOMENT CONVERGENCE 'VALUE - 0.1025E-03 CRITERION- 134.8 <<<s CONVERGED

RESIDUAL INCREASED. PREV SOLN REMOVED. DESCENT PARAM SET TO 1.000 FORCE CONVERGENCE VALUE - 1293. CRITERION- 23.69 MOMENT CONVERGENCE VALUE - 3115. CRITERION- 125.7 EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC- 226.6 FORCE CONVERGENCE VALUE - 0.3166E+13 CRITERION- 30.80 MOMENT CONVERGENCE VALUE - 0.8665E-04 CRITERION- 137.5 <<< CONVERGED EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC- -224.3 FORCE CONVERGENCE VALUE - 2680. CRITERION- 27.18 MOMENT CONVERGENCE VALUE - 0.1303E-03 CRITERION- 150.2 <<< CONVERGED EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC- -0.4552 FORCE CONVERGENCE VALUE - 0.6074E-06 CRITERION- 27.64 <<< CONVERGED MOMENT CONVERGENCE VALUE - 0.1222E-05 CRITERION- 163.2 <<< CONVERGED

>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4

- - LOAD STEP 2 SUBSTEP 1' COMPLETED. CUM.I ITER -

- - TIME - 2.00000 TIME INC - 5 1.00000 FINISH SOLUTION PROCESSING

- - - - ROUTINE COMPLETED ***** CP - 3.034 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:41:59 MAR 06, 2003 CP- 3.034 EDG Exhaust Piping North Tornado Wind

- - - - ANSYS RESULTS INTERPRETATION (POST *****-

- - NOTE *** CP- 3.034 TIME- 21:41:59 The model contains an element type ( COMBIN37 ) that operates entirely in the nodal coordinate system. Viewing nodal displacements or forces in other than the nodal coordinate system may be invalid. See the

'elements manual description for more information.

Page F38

- - NOTE *** CP- 3.034 TIME- 21:41:59 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use .these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

DATA FILE CHANGED TO FILE- north.rst USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP- 1 SUBSTEP- 1 CUMULATIVE ITERATION- 1 TIME/FREQUENCY- 1.0000 TITLE- EDG Exhaust Piping North Totnado Wind PRINT U NODAL SOLUTION PER NODE 1

ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 - VERSION-INTEL NT 21:41:59' MAR 06, 2003 CP- 3.054 EDG Exhaust Piping North Tornado Wind

- - - POST1 NODAL DEGREE OF FREEDOM LISTING *****

LOAD STEP- 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATES NODE UX UY UZ USUM 1 -0.80678E-01-0.92760E-01 0.27256E-06 0.12294 2 -0.80678E-01-0.86537E-01 0.24697E-06 0.11831 3 -0.80678E-01-0.80431E-01 0.22137E-06 0.11392 4 -0.'80678E-01-0.77225E-01 0.20615E-06 0.11168 5 -0,80678E-01-0.76641E-01 0.20338E-06 0.11128 6 -0.80678E-01-0.71356E-01 0.17900E-06 0.10771 7 -0.80678E-01-0.65870E-01 0.15461E-06 0.10415 8 -0.80678E-01-0.60165E-01 0.13023E-06 0.10064 9 -0.80678E-01-0.54318E-01 0.10584E-06 0.97259E-01 10 -0.80678E-01-0.53645E-01 0.10307E-06 0.96885E-01 11 -0.80678E-01-0.50223E-01 0.88547E-07 0.95033E-01 12 -0.80678E-01-0.45279E-01 0.61568E-07 0.92515E-01 13 -0.76220E-01-0.46327E-01 0.38739E-07 0.89195E-01 14 -0.67148E-01-0.46320E-01 0.38739E-07 0.81574E-01 15 -0.57598E-01-0.46301E-01 0.38739E-07 0.73901E-01 16 -0.47571E-01-0.46271E-01 0.38739E-07 0.66362E-01 17 -0.37066E-01-0.46229E-01 0.38740E-07 0.59254E-01 18 -0.29019E-01-0.46191E-01 0.38740E-07 0.54550E-01 19 -0.18066E-01-0.46237E-01 0.38740E-07 0.49641E-01 20 0.17259E-08-0.68275E-01 0.15911E-07 0.68275E-01 21 0.17 259E-08-0.86191E-01-0.13299E-14 0.86191E-0O 22 0.0000 0.0000 0.0000 0.0000 30 0.0000 -0.81795E-04-0.14350E-02 0.14373E-02 31 0.0000 -0.77247E-04-0.45255E-04 0.89528E-04 32 0.0000 0.0000 0.0000 0.0000 33 0.0000 -0.81689E-03 0.25411E-18 .0.,81689E-03 34 0.0000 -0.81795E-04 0.14350E-02 0.14373E-02 35 0.0000 -0.77247E-04 0.45255E-04 0.89528E-04 36 0.0000 0.0000 0.0000 0.0000 37 -0.80678E-01-0.80431E-01 0.22137E-06 0.11392 38 -0.80678E-01-0.80431E-ol 0.222137E-0.6 0.11392 39 -0.85431E-01-0.80414E-01 0.22137E-06 0.11732 40 0.0000 -0.96110E-04-0.17159E-02 0.17185E-02 41 0.0000 -0.91562E-04-0.54114E-04 0.10636E-03 42 0.0000 0.0000 0.0000 0.0000 43 0.0000 -0.97625E-03 0.32865E-18 0.97625E-03 Page F39

44 0. 0000 -0.96110E-04 0.17159E-02 0.17185E-02 ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:41:59 MAR 06, 2003 CP- 3.064 EDG Exhaust Piping North Tornado Wind

- - POST1 NODAL DEGREE OF FREEDOM LISTING

LOAD STEP- 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATES NODE UX UY UZ USUM 45 0.0000 -0.91562E-04 0.54114E-04 0.10636E-03 46 0.0000 0.0000 ' 0.0000 ' 0.0000 47 -0.80678E-01-0.50223E-01 0.88547E-07 0.95033E-01 48 -0.80678E-01-0.50223E-01 0.88547E-07 0.95033E-01 49 -0.85137E-01-0.50203E-01 0.88548E-07 0.98837E-01 50 0.0000 0.0000 0.0000 0.v000 51 -0.94826E-39-0.29422E-01 0.35218E-38 0.29422E-01 52 0.81256E-40-0.46139E-01 0.10356E-36 0.46139E-01 53 0.16061E-38-0.37712E-01 0.16203E-38 0.37712E-01 54 0.0000 0.0000 0.0000 0.0000 55 -0.53825E-37-0.50043E-01-0.70457E-52 0.50043E-01 56 0.90 6 36E-37-0.42172E-01-0.94291E-52 0.42172E-01 57 0.0000 0.0000 0.0000 0.0000 58 -0.9 4826E-39-0.29422E-01-0.35218E-38 0.29422E-01 59 0.8 1256E-40-0.46139E-01-0.10356E-36 0.46139E-01 60 0.16061E-38-0.37712E-01-0.16203E-38 0.37712E-01 61 0.0000 0.0000 0.0000 0.0000 0

62 -0.29019E-01-0.46191E-01 0.38740E:07 0.54550E-01 63 -0.29019E-01-0.50181E-01 0.30468E-07 0.57968E-01 64 -0.29019E-01-0.42201E-01 0.47011E-07 0.51216E-01 65 -0.29019E-01-0.46191E-01 0.38740E-07 0.54550E-01 72 -0.30354E-01-0.46181E-01 0.26368E-05 0.55264E-01 73 -0.30347E-01-0.5015SE-01 0.30468E-07 0.58622E-01 74 -0.30356E-01-0.42196E-01 0.47011E-07 0.51980E-01 75 -0.30354E-01-0.46181E-01-0.25593E-05 0.55264E-01 200 0.0000 0.0000 0.0000 0.0000 201 0.0000 0.0000 0.0000 0.0000 202

O.0000 .0.0000 0.0000 0.0000 203 0.0000 0.0000 0.0000 0.0000 MAXIMUM ABSOLUTE VALUES NODE 39 1 44 1-VALUE -0.85431E-01-0.92760E-01 p.17159E-02 0.12294 PRINT REACTION SOLUTIONS PER NODE

ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:00 MAR 06, 2003 CP- 3.064 EDG Exhaust Piping North Tornado Wind

- - POST1 TOTAL REACTION SOLUTION LISTING

LOAD STEP- 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z SOLUTIONS ARE IN GLOBAL COORDINATES NODE FX FY FZ MX MY Mz 22 -0.17259E-07 0.86191 0.13299E-13 0.39737E-13 0.69178E-08-0.77711E-02 Page F40

32 0.0000 831.34 -386.93 0.0000 36 0.0000 831.34 386.93 0. 0000 42 0. 0000 984.33 -462.67 0.0000 46 0.0000 984.33 462.67 0. 0000 50 0.0000 879.49 0.94223E-14 -841.38 -0.18176E-12 16877.

54 0.28422E-13 360.59 -0.19756E-12 57 0.0000 879.49 -0.94223E-14 841.38 0.18176E-12 16877.

61 0.28422E-13 360.59 0.19633E-12 200 - 0. 0000 0.0000 0.0000 -90.503 0.0000 201 0r0000

0. 0000 0. 0000 0.0000 90.503 0.0000 0.0000' 202 0.0000 0.0000 0..0000 -108.22 0.0000 203 0.0000 0.0000 0.0000 0.0000 - 108.22 0.0000 0.0000 TOTAL VALUES VALUE -0.17259E-07 6112.3 -0.58071E-13-0.10341E-08 0.69178E-08 33754.

USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP- 2 SUBSTEP- 1 CUMULATIVE ITERATION- 5 TIME/FREQUENCY- 2.0000 TITLE- EDG Exhaust Piping North Tornado Wind PRINT U NODAL SOLUTION PER NODE I1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976

VERRTON.TMLr.

._ _._-_ S wA NT v.A n M^- s onnQ - n_

<s~scMuu ruD, ZUUJ LC? 3.094 EDG Exhaust Piping North Tornado Wind

- - - - POSTI NODAL DEGREE OF FREEDOM LISTING *****

LOAD STEP- 2 SUBSTEP- 1 TIME- 2.0000 LOAD CASE- 0 THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATES NODE Ux UY UZ USUM 1 2.6952 -2.6400 -0.33531E-04 3.7728 2 2.6952 -2.3491 -0.30498E-04 3.5753 3 2.6952 -2.0583 -0.27464E-04 3.3913 4 2.6952 -1.8859 -0.25661E-04 3.28 95 5 2.6952 -1.8545 -0.25333E-04 3.2717 6 2.6952 -1.5779 -0.22443E-04 3.1231 7 2.6952 -1.3007 -0.19553E-04 2.9927 8 2.6952 -1.0227 -0.16662E-04 1 2.-8828 9 2.6952 -0.74402 -0.13772E-04 2.7961 10 2.6952 -0.71232 -0.13444E-04 2.7878 11 2.6952 -0.54520 -0.11723E-04 2.7498 2.1498 12 2.6952 -0.23227 -0.85252E-05 2.7052 13 2.3602 7

0. 2636E-01-0.56608E-05 2.3613 14 1.9787 0.72613E-01-0.55008E-05 1.9801 15 1.5930 0.72601E-01-0.53408E-05 1.5947 16 1.2040 0.72600E-01-0.51808E-05 1.2062 17 0.81302 0.7 2610E-01-0.50208E-05 0.81626 18 0.52472 0.72625E-01-0.49029E-05 0.52973 19 0.15230 0.72579E-01-0.'47501E-05 0.16871 20 -0.22798 0.44882 - -0.18858E-05 0.50341 21 -0.22798 0.70845 -0.46694E-10 0.74423 22 *O.0000 0.0000 0.0000 0.0000 30 0.12375 -0.11538E-03-0.20939E-02 0.12377 31 0.25448E-01-0.11083E-03-0.66038E-04 0.25448E-01 32 0.0000 0.0000 0.0000 0.0000 33 0.26160E-01-0.11908E-02 0.11272E-18 0.26187E-01 34 0.12375 -0.11538E-03 0.20939E-02 0.12377 35 0.25448E-01-0.11083E-03 0.66038E-04 0.25448E-01 36 0.0000 0.0000 0.0000 0.0000 37 2.6952 -2.0583 -0.27464E-04 3.3913 Page F41

38 2.6952 -2.0583 -0.27464E-04 3.3913 39 2.4558 -2.0583 -0.27318E-04 3.2043 40 0.12375 -0.10451E-03-0.18808E-02 0.12376 41 0. 2 5 448E-01-0.99966E-04-0.59315E-04 0.25448E-01 42 0.0000 0.0000 0.0000 0.0000 43 0.26160E-01-0.10698E-02 0.71854E-19 0.26182E-01 44 .0.12375 -0.10451E-03 0.18808E-02 0.12376 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:00 MAR 06, 2003 CP- 3.104 EDG Exhaust Piping North Tornado Wind POSTI NODAL DEGREE OF FREEDOM LISTING

LOAD STEP- 2 SUBSTEP- 1 TIME- 2.0000 LOAD CASE- 0 THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLDOBAL COORDINATES NODE UX UY UZ U.lSUM 45 0.25448E-01-0.99966E-04 0.59315E-04 0.254 48E-01 46 0.0000 0.0000 0.0000 0.001DO 47 2.6952 -0.54520 -0.11723E-04 2.74!198 48 2.6952 -0.54520 -0.11723E-04 2.741 49 2.4519 -0.54518 -0.11576E-04 2.51:.17 50 0.0000 0.0000 0.0000 0.00t 51 0.50030E-03-0.21251E-01-0.90070E-04 0.212' 57E-01 52 0. 2 7 7 83E-03-0.33053E-01-0.59253E-02 0.3351 31E-01 53 0.1 6 3 06E-03-0.37673E-01-0.65522E-04 0.376 74E-01 54 0.0000 0.0000 0.0000 0.00(10 E0 55 0.247 14E-01-0.21341E-01-0.12678E-17 0.326!iS3E-01 56 -0.18637E-02-0.67568E-01-0.46200E-17 0.6755,4E-01 57 0.0000 0.0000 0.0000 0.00C)0 58 0.50030E-03-0.21251E-01 0.90070E-04 0.212!57E-01 59 0.27783E-03-0.33053E-01 0.59253E-02 0.335E81E-01 60 0.16306E-03-0.37673E-01 0.65522E-04 0.376774E-01 61 0.0000 0.0000 0.0000 0.00c00 62 0.52472 0.72625E-01-0.49029E-05 0.5297 82 63 0.52471 0.21302 -0.39226E-05 0.566330 64 0.52472 -0.67765E-01-0.58832E-05 0.529C08 65 0.52472 0.72625E-01-0.49029E-05 0.529173 72 0.57169 0.72625E-01-0; 49222E-05 0.576228 73 0.57169 0.21302 -0.39418E-05 0.610C08 74 0.57168 -0.67728E-01-0.59025E-05 0.575f '8 75 0.57169 0.72625E-01-0.49222E-05 0.5762 28 200 0.0000 0.0000 0.0000 0.00000 201 0.0000 0.0000 0.0000 0.00000 202 0.0000 0.0000 0.0000 0.00000 203 0.0000 0.0000 0.0000 0.000100 MAXINUM ABSOLUTE VALUES NODE 37 1 .52 1 VALUE 2.6952 -2.6400 -0.59253E-02 3.7728 SELECT FOR ITEM-TYPE COMPONENT-IN RANGE 1 TO 2 STEP 1 20 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

STORE XFORI FROM ITEM-SMIS COMP- 1 FOR ALL SELECTED ELEMENTS STORE YFORI FROM ITEM-SMIS COMP- 2 FOR ALL SELECTED ELEMENTS STORE ZFORI FROM ITEM=SMIS COMP- 3 FOR ALL SELECTED ELEMENTS STORE XMOMI FROM ITEM-SMIS COMP- 4 FOR ALL SELECTED ELEMENTS Page F42

STORE YMOMI FROM ITEM=SMIS COMP- FOR ALL SELECTED ELEMENTS 5

STORE ZMOMI FROM ITEM-SMIS COMP- 6 FOR ALL SELECTED ELEMENTS STORE XFORJ FROM ITEM-SMIS COMP- FOR ALL SELECTED ELEMENTS 7

STORE YFORJ FROM ITEM-SMIS COMP- 8 FOR ALL SELECTED ELEMENTS STORE ZFORJ FROM ITEM-SMIS COMP- 9 FOR ALL SELECTED ELEMENTS STORE XMOMJ FROM ITEM-SMIS COMP- :LO FOR ALL SELECTED ELEMENTS STORE YMOMJ FROM ITEM-SMIS COMP- :il FOR ALL SELECTED ELEMENTS STORE ZMOMJ FROM ITEM-SMIS COMP- j12 FOR ALL SELECTED ELEMENTS PRINT ELEMENT TABLE ITEMS PER ELEMENT I.

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:00 MAR 06, 2003 CP- 3.185 EDG Exhaust Piping North Tornado Wind POST1 ELEMENT TABLE LISTING *****

STAT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT ELEM XFORI YFORI ZFORI XMOMI YMOMI ZMOMI 1 0.0000 -0.32117E-11 0.65183E-11 0.0000 -0.4823SE-10 0.14678E-07 2 0.0000 -267.30 0.64215E-12 0.0000 0.15200E-09 4945.0 3S-0.29802E-07 1727.1 -0.67140E-10-0.20348E-06 0.29299E-06 19780.

4 -0.11921E-06 1413.2 -0.58987E-10-0.20348E-06 0.29154E-06 -16469.

5 -0.29802E-07 1384.3 -0.70878E-10-0.20348E-06 0.29144E-06 -22064.

6 -0.44703E-07. 992.48 -0.62837E-10-0.20348E-06 0.28894E-06 -63955.

7 -0.14901E-07 600.66 -0.69799E-10-0.20348E-06 0.28662E-06 -92034.

8 -0.29802E-07. 208.84 -0.73560E-10-0.20348E-06 0.28420E-06-0.10630E+06 9 -0.11921E-06 -182.99 -0.71250E-10-0.20348E-06 0.28167E-06-0.10676E+06 10 -0.44703E-07 -366.88 -0.73654E-10-0.203i8E-06 0.28137E-06-0.10597E+06 11 -0.96858E-07 1510.9 -0.13661E-09-0.39000E-07 0.81529E-06 -96669.

12 -0.10364E-06 0.13654E-09 1229.2 -0.38992E-07 0.15010E+06 0.80996E-06 13 622.55 -364.64 -0.13682E-09 0.80544E-06 0.34487E-07-0.17682E+06 14 382.35 -832.44 -0.13660E-09 0.80544E-06 0.29931E-07-0.15692E+06 15 142.14 -1300.2 -0.13664E-09 0.80544E-06 0.25397E-07-0.12147E+06 16 -98.060 -1768.0 -0.13719E-09 0.80544E-06 0.20855E-07 -70458.

17 -338.26 -2235.8 -0.13673E-09 0.80545E-06 0.16290E-07 -3893.7 18 1182.9 2.2798 0.46736E-09 0.79373E-06 0.17860E-07 30096.

19 901.15 0.46709E-09 -2.2798 0.79372E-06 30024. -0.32706E-07 20 -2.2798 441.18 . 0.46721E-09-0.48118E-07 0.80913E-06 7800.1 MINIMUM VALUES ELEM 17 17 19 6 1 13 VALUE -338.26 -2235.8 -2.2798 -0.20348E-06-0.48235E-10-0.17682E+06 MAXIMUM VALUES ELEM 18 3 12 17 12 18 VALUE 1182.9 1727.1 1229.2 0.80545E-06 0.15010E+06 30096.

PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:00 MAR 06, 2003 CP- 3.205 EDG Exhaust Piping North Tornado Wind

- - - - POST1 ELEMENT TABLE LISTING

Page F43

STAT CURRENT CURRENT CURRENT CURRENT CURRENT CURRE ENT ELEM XFORJ YFORJ ZFORJ XMOMJ YMOMJ ZMOMJ 1 C).0000 -267.30 0.65183E-11 0.0000 0.19293E-09 4945.0 2 C4.0000 -534.59 0.64215E-12 0.0000 0.17539E-09 19780.

3- -0. 29802E-07 1568.2 -0.67140E-10-0.20348E-06 0.29151E-06 -16469.

4- -0. 11921E-06 1384.3 -0.58987E-10-0.20348E-06 0.29130E-06 -22064.

5- -0. 29802E-07 992.48 -0.70878E-10-0.20348E-06 0.28894E-06 -63955.

6- O. 44703E-07 600.66 -0.62837E-10-0.20348E-06 0.28673E-06 -92034.

7- 0. 14901E-07 208.84 -0.69799E-10-0.20348E-06 0.28416E-06-0.10630 8- 0 . 29802E-07 -182.99 -0.73560E-10-0.20348E-06 0.28161E-06-0.10676 E+06 9- 0-. 11921E-06 -211.88 -0.71250E-10-0.20348E-06 0.28139E-06-0.10597 E+06 10 - 0., 44703E-07 -518.59 -0.73654E-10-0.20348E-06 0.27982E-06 -96669. E+06 11 - 0 . 96858E-07 1229.2 -0.13661E-09-0.39000E-07 0.80996E-06-0.15010 E+O06 12 6;22.55 0.13654E-09 -364.64 0.80545E-06 0.17682E+06 0.34487. E-07 13 3 82.35 -832.44 -0.13682E-09 0.80544E-06 0;.29937E-07-0.15692: E+06 14 1 42.14 -1300.2 -0.13660E-09 0.80544E-06 0.25389E-07-0.12147: E+06 15 -9 8.060 -1768.0 -0.13664E-09 0.80544E-06 0.20853E-07 -70458.

16 -3 38.26 -2235.8 -0.13719E-09 0.80544E-06 0.16293E-07 -3893.7 17 -5 55.67 -2235.8 -0.13673E-09 0.80545E-06 0.12940E-07 50884.

18 9 01.15 2.2798 0.46736E-09 0.79373E-06 0.32699E-07 30024.

19 -2 .2798 0.46709E-09 -441.18 -0.48120E-07 7800.1 -0.809131BE-06 20 --2 .2798 237.08 0.46721E-09-0.48118E-07 0.81988E-06 0.11290 MINIMUM V]FLLUES ELEM 17 1,7 19 6 2 13.

VALUE -'555.67 -2235.J 8 -441.18 -0.20348E-06 0.17539E-09-0.15692E+06 MAXIMUM VIALUES ELEM 18 18 12 12 17 VALUE 901.15 1568.2 0.46736E-09 0.80545E-06 0.17682E+06 50884.

SELECT FOR ITEM-ELEM COMPONENT-IN RANGE 30 TO 35 STEP 1 6 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

STORE PLSTR1 FROM ITEM-LEPP COMP- 1 FOR ALL SELECTED ELEMENTS STORE PLSTR2 FROM ITEM-LEPP COMP- 2 FOR ALL SELECTED ELEMENTS STORE PLSTR3 FROM ITEM=LEPP COMP- 3 FOR ALL SELECTED ELEMENTS STORE PLSTR4 FROM ITEM=LEPP COMP- 4 FOR ALL SELECTED ELEMENTS STORE PLSTR5 FROM ITEM-LEPP COMP- 5 FOR ALL SELECTED ELEMENTS STORE PLSTR6 FROM ITEM=LEPP COMP- 6 FOR ALL SELECTED ELEMENTS STORE PLSTR7 FROM ITEM-LEPP COMP- 7 FOR ALL SELECTED ELEMENTS STORE PLSTR21 FROM ITEM-LEPP COMP- 21 FOR ALL SELECTED ELEMENTS STORE PLSTR22 FROM ITEM-LEPP COMP- 22 FOR ALL SELECTED ELEMENTS STORE PLSTR23 FROM ITEM-LEPP COMP- 23 FOR ALL SELECTED ELEMENTS STORE PLSTR24 FROM ITEM-LEPP COMP- 24 FOR ALL SELECTED ELEMENTS STORE PLSTR25 FROM ITEM-LEPP COMP- 25 FOR ALL SELECTED ELEMENTS STORE PLSTR26 FROM ITEM-LEPP COMP- 26 FOR ALL SELECTED ELEMENTS STORE PLSTR27 FROM ITEM-LEPP COMP-1 27 FOR ALL SELECTED ELEMENTS STORE XFORI FROM ITEM-SMIS iCOMP- 1 FOR ALL SELECTED ELEMENTS STORE' YFORI FROM ITEM-SMIS iCOMP- 2 FOR ALL SELECTED ELEMENTS STORE: ZFORI FROM ITEM-SMIS iCOMP= 3 FOR ALL SELECTED ELEMENTS STORE XMOMI FROM ITEM-SMIS COMP- 4 FOR ALL SELECTED ELEMENTS Page F44

STORE YMOMI FROM ITEM-SMIS COMP- 5 FOR ALL SELECTED ELEMENTS STORE ZMOMI FROI4 ITEM-SMIS COMP- 6 FOR ALL SELECTED ELEMENTS STORE XFORJ FRO* 4 ITEM-SMIS COMP- 7 FOR ALL SELECTED ELEMENTS STORE YFORJ FRODM ITEM-SMIS COMP- 8 FOR ALL SELECTED ELEMENTS STORE ZFORJ FROC I ITEM-SMIS COMP- 9 FOR ALL SELECTED ELEMENTS STORE XMOMJ FRO? I ITEM-SMIS COMP- 10 FOR ALL SELECTED ELEMENTS STORE YMOMJ FROM. I ITEM-SMIS COMP- 11 FOR ALL SELECTED ELEMENTS STORE ZMOMJ FROM. I ITEM-SMIS COMP- 12 FOR ALL SELECTED ELEMENTS STORE AXSTR1 FROMiITEM=LS 1 FOR ALL SELECTED ELEMENTS COMP-STORE AXSTR2 FRONIITEM-LS COMP- 2 FOR ALL SELECTED ELEMENTS STORE AXSTR3 FROM ITEM-LS COMP- .3 FOR ALL SELECTED ELEMENTS STORE AXSTR4 FROM ITEM=LS COMP- 4 FOR ALL SELECTED ELEMENTS STORE AXSTR5 FROM ITEM-LS COMP- 5 FOR ALL SELECTED ELEMENTS STORE AXSTR6 FROM ITEM-LS 6 FOR ALL SELECTED ELEMENTS STORE AXSTR7 FROM ITEM-LS :OMP- 7 FOR ALL SELECTED ELEMENTS STORE AXSTR21 FROM ITEM-LS COMP- 21 FOR ALL SELECTED ELEMENTS STORE AXSTR22 FROM ITEM-LS COMP- 22 FOR ALL SELECTED ELEMENTS

OMP-STORE AXSTR23 FROM ITEM-LS 23 FOR ALL SELECTED ELEMENTS STORE AXSTR24 FROM ITEM-LS 24 FOR ALL SELECTED ELEMENTS STORE AXSTR25 FRQM ITEM=LS. CCOMP- 25 FOR ALL SELECTED ELEMENTS STORE AXSTR26 FROM ITEM-LS CCOMP- 26 FOR ALL SELECTED ELEMENTS STORE AXSTR27 FROM ITEM-LS C 27 FOR ALL SELECTED ELEMENTS PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:02 MAR 06, 2003 CP- 3.315 EDG Exhaust Piping North Tornado Wind APOST ELEMENT TABLE LISTING *****

STAT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT ELEM PLSTR1* PLSTR2 PLSTR3 PLSTR4 PLSTR5 PLSTR6 -

PLSTR7 30 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0000 0.

31 0.0000 0.0000 0.0000 0. 0000 0. 0000 0.0000 0000 0.

32 0.0000 0.0000 0.0000 0. 0000 0.0000 0.0000 0000 0.

33 0.0000 0.0000 0.0000 0. 0000 0. 0000 0.0000 0.

0000 34 0.0000 '0.0000 0.0000 0.0000 0.0000 0.0000 0.

0000 Page F45

35 0.0000 0.0000 0.0000 0.0000 . 0.0000 0.0000 0.

0000 MINIMUM VALUES ELEM 30 30 30 30 30 30 30 VALUE 0.0000 0.0000 0.0000 0.0000 O.0'000 0.0000 0.

0000 MAXIMUM VALUES ELEM 30 30 30 30 30 30 30 VALUE 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.

0000 PRINT ELEMENT TABLE ITEMS PER ELEMENT I

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21 :42:02 MAR 06, 2003 CP- 3.315 EDG Exhaust Piping North Tornado Wind

- - - - POST1 ELEMENT TABLE LISTING ****

STAT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT ELEM PLSTR21 PLSTR22 PLSTR23 PLSTR24 PLSTR25 PLSTR26 PLSTR27 30 0.0000 0.0000 0.0000 0.0000 ' 0.0000 0.0000 0.

0000 31 0.0000 0.0000 0. 0000 0.0000 0..0000 0.0000 0.

0000 32 0.0000 0.0000 0.0000 0.0000 0.0000 0. 0000 0.

0000 33 0.0000 0.0000 0.0000 0.0000 -0.0000 O.0000 0.

0000 34 0.0000 0 . 0000 0. 0000 0. 0000 0.0000 0. 0000 0.

0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.

0000 MINIMUM VALUES ELEM 30 30 30 30 30 30 30 VALUE 0.0000 0.0000 0. 0000 0. 0000 0.0000 0.0000 0. I 0000 MAXIMUM VALUES ELEM 30 30 30 30 30 30 30 VALUE 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.

0000 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERSION-INTEL NT 2:1:42:02 MAR 06, 2003 CP- 3.-315 EDG Exhaust Piping North Tornado Wind

- - POST1 ELEMENT TABLE LISTING *****

STAT MIXED MIXED MIXED MIXED MIXED MIXED ELEM XFORI YFORI ZFORI XMOMI YMOMI ZMOMI 30 0.142 11E-13-0.34106E-12-0.53263E-13 0.54539E-15 0.82647E-12-0.29559E-11 Page F46

31 -1178.7 569.12 564.63 -12.793 -5796.5 32 -6067.9

-564.63 -171.23 -1145.3 -0.57838E-13 5796.5 33 -12.7 93

-564.63 0.35527E-11 1130.9 -0.65868E-14 -9140.6 1110.9 34 0. 3 9 0BOE-13-0.17053E-12-0.48421E-14 0.14382E-15 0.34385E- 12-0.34106E-11 35 -1178.7 -569.12 564.63 12.793 -5796.5 6067.9 MINIMUM VALUES ELEM 35 35 32 31 33 31 VALUE -1178.7 -569.12 -1145.3 - -12.793 -9140.6 -6067.9 MAXIMUM VALUES ELEM 34 31 33 35 32 35 VALUE 0.39080E-13 569.12 1130.9 12.793 5796.5 6067.9 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:02 MAR 06, 2003 CP- 3.335 EDG Exhaust Piping North Tornado Wind POST1 ELEMENT TABLE LISTING ****

STAT MIXED MIXED MIXEED MIXED MIXED MIXED ELEM XFORJ YFORJ ZFOR J XMOMJ YMOMJ ZMOMJ 30 -33.467 397.90 -0.5326 3E-13 0.31158E-13-0.79805E-12 -6067.9 31 -1190.3 706.10 564.6 3 -12.793 132.07 -12763.

32 -564.63 -0.12790E-11 -1130. 9 -0.44664E-13 -9140.6 1110.9 33 -564.63 171.23 1145. 3 0.65868E-14 5796.5 -12.793 34 -33.467 -397.90 -0.4842 1E-14-0.30469E-13 0.19616E-12 6067.9 35 -1190.3 -706.10 564.6 3 12.793 132.07

12763.

MINIMUM VALUES ELEM 35 35 32 31 ' 32 31 VALUE -1190.3 -706.10 -1130.9 -12. 793 -9140.6 -

-12763.

MAXIMUM VALUES ELEM 34 31 33 35 35 VALUE -33.467 706.10 1145.3 12. 793 33 5796. 5 12763.

PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:02 MAR 06, 2003 CP- 3.345 EDG Exhaust Piping North Tornado Wind POST1 ELEMENT TABLE LISTING

STAT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT ELEM AXSTR1 AXSTR2 AXSTR3 AXSTR4 AXSTR5 AXSTR6 AXSTR7 30 0.23040E-11-0.18846E-11 0.20968E-12-0.16516E-12 0.19292E-11-0.16516E-12-0.

22595E-11 31 -4468.1 1934.0 -1267.0 657.80 -2543.2 657.80 3858.8 32 809.75 823.25 816.50 -1108.3 -1115.1 -1108.3 -

1101.6 33 -1077.5 -2249.6 -1663.6 1371.7 1957.8 1371.7 785.70 34 -0.51359E-11 0.54355E-11 4 97 O.1 8E-12-0.13136E-12-0.54170E-11-0.13136E-12 0.

51543E-11 35 1934.0 -4468.1 -1267.0 657.80 3858.8 657.80 -

2543.2 Page F47

MINIMUM VALUES ELEM 31 35 33 32 31 32 35 VALUE -4468.1 -4468.1 -1663.6 -1108.3 -2543.2 -1108.3 2543.2 MAXIMUM VALUES ELEM 35 31 32 33 35 33 31 VALUE 1934.0 1934.0 816.50 1371.7 3858.8 1371.7 3858.8 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:02 MAR'06, 2003 CP= 3.345 EDG Exhaust Piping North Tornado Wind

- - POST1 ELEMENT TABLE LISTING

STAT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT ELEM AXSTR21 AXSTR22 AXSTR23 AXSTR24 AXSTR25 AXSTR26 AXSTR27 30 -3209.7 3192.4 -8.6467 -8.6487 -3209.7 -8.6487 3192.4 31 -7018.5 6447.2 -285.66 -329.52 -7062.4 -329.52 6403.3 32 -1077.5 -2249.6 -1663.6 1371.7 1957.8 1371.7 785.70 33 809.75 823.25 816.50 -1108.3 -1115.1 -1108.3 1101.6 34 3192.4 -3209.7 -8.6487 -8.6487 3192.4 -8.6487 3209.7 35 6447.2 -7018.5 -285.66 -329.52 6403.3 -329.52 7062.4 -

MINIMUM VALUES ELEM 31 35 32 33 31 33 35 VALUE -7018.5 -7018.5 -1663.6 -1108.3 -7062.4 -1108.3 7062.4 MAXIMUM VALUES ELEM 35 31 33 32 35 32 31 VALUE 6447.2 6447.2 816.50 1371.7 6403.3 1371.7 6403.3 SELECT FOR ITEM-ELEM COMPONENT-IN RANGE 40 TO 45 STEP 1 6 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

STORE PLSTR1 FROM ITEM-LEPP COMP- 1 FOR ALL SELECTED ELEMENTS STORE PLSTR2 FROM ITEM-LEPP COMP- 2 FOR ALL SELECTED ELEMENTS STORE PLSTR3 FROM ITEM=LEPP COMP- 3 FOR ALL SELECTED ELEMENTS STORE PLSTR4 FROM ITEM-LEPP COMP- 4 FOR ALL SELECTED ELEMENTS STORE PLSTR5 FROM ITEM-LEPP COMP- 5 FOR ALL SELECTED ELEMENTS STORE PLSTR6 FROM ITEM-LEPP COMP- 6 FOR ALL SELECTED ELEMENTS Page F48

STORIE PLSTR7 FROM ITEM-LEPP COMP- 7 FOR ALL SELECTED ELEMENTS STORE PLSTR21 FROM ITEM-LEPP COMP- 21 FOR AL:L SELECTED ELEMENTS STOREEPLSTR22 FROM ITEM-LEPP COMP- 22 FOR ALIL SELECTED ELEMENTS STOREEPLSTR23 FROM ITEM-LEPP COMP- 23 FOR AL]L SELECTED ELEMENTS STORE5PLSTR24 FROM ITEM-LEPP COMP- 24 FOR ALIL SELECTED ELEMENTS STORE PLSTR25 FROM ITEM=LEP? COMP- 25 FOR ALI SELECTED ELEMENTS STORE PLSTR26 FROM ITEM-LEPi COMP- . 26 FOR ALI SELECTED ELEMENTS STORE PLSTR27 FROM ITEM-LEPP COMP- 27 FOR ALI SELECTED ELEMENTS STORE XFORI FROM ITEM-SMIS COMP- 1 FOR ALILSELECTED ELEMENTS STORE YFORI FROM ITEM-SMIS COMP- 2 FOR ALLLSELECTED ELEMENTS STORE ZFORI FROM ITEM-SMIS COMP- 3 FOR ALL SELECTED ELEMENTS STORE XMOMI FROM ITEM-SMIS COMP- 4 FOR ALL SELECTED ELEMENTS STORE YMOMI FROM ITEM-SMIS COMP- 5 FOR ALL SELECTED ELEMENTS STORE ZMOMI FROM ITEM-SMIS COMP- 6 FOR ALL SELECTED ELEMENTS STORE XFORJ FROM ITEM-SMIS CONP- 7 FOR ALL SELECTED ELEMENTS STORE YFORJ FROM ITEM-SMIS COMP- 8 FOR ALL SELECTED ELEMENTS STORE ZFORJ FROM ITEM-SMIS COMP- 9 FOR ALL SELECTED ELEMENTS STORE XMOMJ FROM ITEM-SMIS COMP-I 10 FOR ALL SELECTED ELEMENTS STORE YMOMJ FROM ITEM-SMIS COMP- 11 -FOR ALL SELECTED ELEMENTS STORE ZMOMJ FROM ITEM-SMIS 4COMP- 12 FOR ALL SELECTED ELEMENTS STORE AXSTR1 FROM ITEM-LS tCOMP- FOR ALL SELECTED EtEMENTS 1

STORE AXSTR2 FROM ITEM-LS COMP- FOR ALL SELECTED ELEMENTS 2

STORE AXSTR3 FROM ITEM=LS COMP- FOR ALL SELECTED ELEMENTS 3

STORE AXSTR4 FROM ITEM-LS CCOMP- FOR ALL SELECTED ELEMENTS 4

STORE AXSTR5 FROM ITEM-LS (COMP- FOR ALL SELECTED ELEMENTS 5

STORE AXSTR6 FROM ITEM-LS CCOMP- FOR ALL SELECTED ELEMENTS 6

STORE AXSTR7 FROM ITEM-LS CCOMP- FOR ALL SELECTED ELEMENTS 7

STORE AXSTR21 FROM ITEM-LS CCOMP- 21 FOR ALL SELECTED ELEMENTS STORE AXSTR22 FROM ITEM-LS CCOMP- 22 FOR ALL SELECTED ELEMENTS STORE AXSTR23 FROM ITEM-LS CCOMP- 23 FOR ALL SELECTED ELEMENTS STORE AXSTR24 FROM ITEM=LS CCOMP- 24 FOR ALL SELECTED ELEMENTS STORE AXSTR25 FROM ITEM-LS CCOMP- 25 FOR ALL SELECTED ELEMENTS STORE AXSTR26 FROM ITEM-LS CCOMP- 26 FOR ALL SELECTED ELEMENTS STORE AXSTR27 FROM ITEM-LS C-OMP- 27 FOR ALL SELECTED ELEMENTS PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

Page F49

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:03 MAR 06, 2003 CP- 3.455 EDG Exhaust Piping North Tornado Wind

- - - - POST1 ELEMENT TABLE LISTING *****

STAT MIXED MIXED MIXED MIXED MIXED MIXED MIXED ELEM PLS TR1 PLSTR2 PLSTR3 PLSTR4 PLSTR5 PLSTR6 PLSTR7 40 0.00 00 0.0000 0.0000 0.0000 0.0000 0. 0000 0.

0000 41 0.0000 0.0000 0.0000 0. 0000 0.0000 0. 0000 0.

0000 42 0.00 00 0 . 0000 0. 0000* 0.0000 0.0000 0.0000 0.

0000 43 0.00100 0.0000 0.0000 0. 0000 0.0000 0. 0000' . O.

0000

44. 0.00100 0. 0000 O.0000 0.0600 0.0000 0. 0000 O.

0000 45 0.00( 00 0.0000 0.0000 0. 0000 0.0000 0.0000 0.

0000 MINIMUM VALUES ELEM 4 o 40 40 40 40 40 40 VALUE 0.000() 0. 0000 0.0000 0.0000 0. 0000 0. 0000 0.

0000 MAXIMUM VALUES ELEM 40 40 40 40 40 40 40 VALUE 0.0000 0.0000 0.0000 0. 0000 0.000Q 0.0000 0.

0000 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:03 MAR 06, 2003 CP- 3.465 EDG Exhaust Piping North Tornado Wind POST1 ELEMENT TABLE LISTING ****

STAT MIXED MIXED MIXED MIXED MIXED MIXED MIXED C ELEM PLSTR21 PLSTR22 PLSTR23 PLSTR24 PLSTR25 PLSTR26 PLSTR27 40 0.0000 0.0000 0.0000 0. 0000 0.0000 0.0000 0.

0000 41 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.

0000 42 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0000 0.

43 0.0000 0.0000 0.0000 0.0000 0. 0000 0. 0000 0000 0.

44 0.0000 0.0000 , 0.0000 0.0000 0.0000 0.0000 0000 0.

45 0.0000 .0.0000 0.0000 0.0000 0. 0000 0.0000 0000 0.

MINIMUM VALUES ELEM 40 40 40 40 40 40 40 VALUE 0.0000 0. 0000 0.0000 0. 0000 0.0000 0.0000 0.'

Page F50

0000 MAXIMUM VALUES ELEM 40 40 40 40 40 40 40 VALUE 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.

0000 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:i2:03 MAR 06, 2003 CP= 3.475 EDG Exhaust Piping North Tornado Wind

- - POST1 ELEMENT TABLE LISTING '

STAT MIXED MIXED MIXED MIXED MIXED MIXED ELEM XFORI YFORI ZFORI 9 947 6 XMOMI YMOMI ZMOMI 40 -0. E-13-0.42633E-12-0.12912E-13-0.14382E-15 0.83225E-13-0.50022E-11

41. -1062.6 569.12 507.1'4 -12.793 -5206.4 -6067.9 42 -507.14 -171.23 -1029.2 -0.57838E-13 5206.4 -12.793 43 -507.14 -0.27995E-11 1014.8 -0.65868E-14 -8206.8 1110.9 44 0.12079E-12 0.85265E-13 0.12105E-13 0.14382E-15 0.16356E-12 0.27285E-11 45 -1062.6 -569.12 507.14 12.793 -5206.4 6067.9 MINIMUM VALUES ELEM 41 45 42 41 - 43 41 VALUE -1062.6 -569.12 -1029.2 -12.793 -8206.8 -6067.9 MAXIMUM VALUES ELEM 44 41 43. 45 42 45 VALUE 0.12079E-12 569.12 1014.8 12.793 5206.4 6067.9 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:03 MAR 06, 2003 CP- 3.485 EDG Exhaust Piping North Tornado Wind

- - POST1 ELEMENT TABLE LISTING

STAT MIXED MIXED MIXED MIXED MIXED MIXED ELEM XFORJ YFORJ ZFORJ XMOMJ YMOMJ ZMOMJ 40 -33.467 397.90 -0.12912E-13 0.30469E-13-0.31060E-12 -6067.9 41 -1074.1 706.10 507.14 -12.793 118.62 -12763.

42 -507.14 -0.19185E-11 -1014.8 -0.44664E-13 -8206.8 43 -507.14 1110.9 171.23 1029.2 0.65868E-14 5206.4 44 -12.793

-33.467 -397.90 0.12105E-13-0.30469E-13 0.53277E-12 45 -1074.1 6067.9

-706.10 507.14 12.793 118.62 12763.

MINIMUM VALUES ELEM 41 45 42 41 42 41 VALUE -1074.1 -706.10 -1014.8 -12.793 -8206.8 -12763.

MAXIMUM VALUES ELEM 44 41 43 45 43 45 VALUE -33.467 706.10 1029.2 12.793 5206.4 12763.

PRINT ELEMENT TABLE ITEMS PER ELEMENT

- - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U Page F51

00251976 VERSION-INTEL NT 21:42:03 MAR 06, 2003 CP- 3.485 EDG Exhaust Piping North Tornado Wind

- - - - POST1 ELEMENT TABLE LISTING **

STAT MIXED MIXED MI:XED MIXED MIXED MIXED MIXED ELEM AXSTR1 AXSTR2 AX :STR3 AXSTR4 AXSTR5 AXSTR6 AXSTR7 40 0.20905E-11-0.20982E-11-0.38 381E-14-0.38381E-14 0.20905E-11-0.38381E-14-0.

20982E-11 41 -4340.1 2062.0 -113 9.0 589.83 -2611.2 589.83 3790.9 42 726.63 740.13 733 .38 -995.50 -1002.2 -995.50 -

988.75 43 -907.64 -2079.7 -149 3.7 1231.5 1817.6 1231.5 645.52 44 -0.36677E-11 0.37123E-11 0.22 261E-13 0.22261E-13-0.36677E-11 0.22261&-13 0.

37123E-11 45 2062.0 -4340.1 -113 9.0 589.83 3790.9 589.83 -

2611.2 MINIMUM VALUES ELEM 41 45 43 42 41 42 45 VALUE -4340.1 -4340.1 -1493 .I -995.50 -2611.2 -995.50 2611.2 MAXIMUM VALUES ELEM 45 41 43 12 45 43 41 VALUE 2062.0 2062.0 733.:38 1231.5 3790.9 1231.5 3790.9 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:03 MAR 06, 2003 CP- 3.485 EDG Exhaust Piping North Tornado Wind POSTI ELEMENT TABLE LISTING *****

STAT MIXED MIXED MIXED MIXED MIXED MIXED MIXED ELEM AXSTR21 AXSTR22 AXSTR23 AXSTR24 AXSTR25 AXSTR26 AXSTR27 40 -3209.7 3192.4 -8.6487 -8.6487 -3209.7 -8.6487 3192.4 -

41 -6990.7 6475.0 -257.89 -297.28 -7030.1 -297.28 6435.6 42 -907.64 -2079.7 -1493.7 1231.5 1817.6 1231.5 645.52 43 726.63 740.13 733.38 -995.50 -1002.2 -995.50 988.75 44 3192.4 -3209.7 -8.6487 -8.6487 3192.4 -8. 64 87 3209.7 45 6475.0 -6990.7 -257.89 -297.28 6435.6 -297.28 7030.1 MINIMUM VALUES ELEM .41 45 42 43

41 43 45 VALUE -6990.7 -6990.7 -1493.7 -995.50 -7030.1 -995.50 7030.1 Page F52

MAXIMUM VALUES ELEM 45 4: L 43 42 42 41 43 5

VALUE 6475.0 6475.( 733.38 1231.5 6435. 6 1231.5 6435.6 SELECT FOR ITEM-ELEM COMPONENT-IN RANGE 50 TO 61 STEP 1 12 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

STORE PLSTR1 IFRO}4 ITEM-LEPP COMP-I FOR ALL SELECTED ELEMENTS 4

STORE PLSTR2 FROI4 ITEM-LEPP COMP- FOR ALL SELECTED ELEMENTS 2

STORE PLSTR3 FROI4 ITEM-LEPP COMP- FOR ALL SELECTED ELEMENTS 3

STORE PLSTR4 FRODM ITEM=LEPP FOR ALL SELECTED ELEMENTS COMP- 4 STORE PLSTR21 FRObI ITEM-LEPP COMP- FOR ALL SELECTED ELEMENTS 21 STORE PLSTR22 FRObI ITEM=LEPP COMP- FOR ALL SELECTED ELEMENTS 22 STORE PLSTR23 FROIXI ITEM-LEPP COMP- FOR ALL SELECTED ELEMENTS 23 STORE PLSTR24 FROM.I ITEM-LEPP COMP- FOR ALL SELECTED ELEMENTS 24 STORE XFORI FROMI ITEM-SMIS COMP- FOR ALL SELECT-ED ELEMENTS 1

STORE YFORI FRONiITEM-SMIS FOR ALL SELECTED ELEMENTS COMP- 2 STORE ZFORI FROMiITEM-SMIS COMP- FOR ALL SELECTED ELEMENTS 3

STORE XMOMI FROM ITEM-SMIS COMP- FOR ALL SELECTED ELEMENTS 4

STORE YMOMI FROM ITEM-SMIS COMP- FOR ALL SELECTED IELEMENTS 5

STORE ZMOMI FROM ITEM-SMIS FOR ALL SELECTED IELEMENTS COMP- 6 STORE XFORJ FROM ITEM-SMIS FOR ALL 4SELECTED I ELEMENTS COMP- 7 STORE YFORJ FROM ITEM-SMIS FOR ALL COMP- 8 SELECTED I ELEMENTS STORE ZFORJ FROM ITEM-SMIS I COMP- FOR ALL 9 SEJEqTED 1ELEMENTS STORE XMOMJ FROM ITEM-SMIS tC.OMP- FOR ALL SELECTED EELEMENTS 10 STORE YMOMJ FROM ITEM-SMIS FOR ALL COMP- 11 3ELECTED E:LEMENTS STORE ZMOMJ FROM ITEM-SMIS FOR ALL COMP- 12 3ELECTED EELEMENTS STORE AXSTR1 FROM ITEM-LS CCOMP- FOR ALL S'ELECTED E LEMENTS 1

STORE AXSTR2 FROM ITEM-LS CCOMP- FOR ALL S;ELECTED E LEMENTS 2

STORE AXSTR3 FROM ITEM-LS CCOMP- FOR ALL S;ELECTED ELEMENTS 3

-STORE AXSTR4 FROM ITEM-LS CCOMP- FOR ALL S ELECTED E LEMENTS 4

STORE AXSTR21 FROM ITEM-LS CCOMP- FOR ALL S ELECTED E LEMENTS 21 STORE AXSTR22 FROM ITEM-LS CCOMP- FOR ALL S ELECTED E LEMENTS 22 STORE AXSTR23 FROM ITEM-LS CCOMP- FOR ALL S ELECTED E LEMENTS 23 STORE AXSTR24 FROM ITEM-LS CCOMP- 24- FOR ALL S ELECTED ElLEMENTS PRINT ELEMENT I'ABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

Page F53

ANSYS/Mechanical U 00251976 VERSION-INT9L NT 21:42:04 MAR 06, 2003 CP- 3.585 EDG Exhaust Piping North Tornado Wind

- - - - POSTI ELEMENT TABLE LISTING ****-

STAT MIXED MIXED MIXED MIXED ELEM PLSTR1 PLSTR2 PLSTR3 PLSTR4 50 0. 0000 0. 0000 0. 0000 0.0000 51 0. 0000 0.0000 0. 0000 0.0000 52 0. 0000 0.0000 0. 0000 0. 0000 53 0. 0000 0. 0000 0. 0000 0.0000 54 0. 0000 0. 0000 0. 0000 0.000o 55 0. 0000 0.0000 0. 0000 0.0000 56 0. 0000 0. 0000 0. 0000 0. 0000 57 0. 0000 0. 0000 0. 0000 0. 0000 58 0.0000 0. 0000 '0. 0000 0.0000 59 0. 0000 0. 0000 0.0000 0.0000 60 0. 0000 0. 0000 0.0000 0. 0000 61 b. oooo 0.0000 0. 0000 0.0000 MINIMUM VALUES ELEM 50 50 50 50 VALUE 0.0000 0.0000 0.0000 0. 0000 MAXIMUM VALUES ELEM 50 50 50 50 VALUE 0.0000 0.0000 0. 0000 0. 0000 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 - VERSION-INTEL NT 21: 42:04 MAR 06, 2003 CP- 3.585 EDG EXhaust Piping North Tornado Wind

- - - - POST1 ELEMENT TABLE LISTING *****

STAT MIXED MIXED MIXED MIXED ELEM PLSTR21 PLSTR22 PLSTR23 PLSTR24 50 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 52 0.0000 0.0000 0.0000 0.0000 53 0.0000 0.0000 0.0000 0.0000 54 0.0000 0.0000 0. 0000 O.0000 55 0.0000 0.0000 0. 0000 0.0000

-56 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 0.0000 0.0000 58 0.0000 0.0000 0. 0000 0.0000 59 0.0000 0.0000 0. 0000 0.0000.

60 0.0000 0.0000 0.0000 0.0000 61 0.0000 0.0000 0.0000 0.0000 MINIMUM VALUES ELEM 50 50 50 50 VALUE 0.0000 0. 0000 0.0000 0.0000 MAXIMUM VALUES ELEM 50 50 50 50 VALUE 0.0000 0.0000 0.0000-

0.0000 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U Page F54

00251916 VERSION-INTEL NT ;21:42:04 MAR 06, 2003 CP= 3.585 EDG Exhaust Piping North Tornado Wind

- - - - POST1 ELEMENT TABLE LISTING *****

STAT MIXED MIXED MIXED MIXED MIXED MIXED ELEM XFORI YFORI ZFORI XMOMI YMOMI ZMOMI 50 687.31 -144.82 -407.73 -5.7301 10068. -1302.8 51 -431.74 -147.22 -390.42 3.0777 -795.99 -2656.8 52 -431.74 -147.22 -385.12 8.1624 -5432.6 -896.56 53 -431.74 29.292 494.77 474.17 -10006. 562.88 54 -2.3969 1119.0 -0.37091E-11-0.88469E-12 -23. 942 8172.6 55 -2.3969 -1119.0 -5.3056 -5.0848 7.7772 -5207.9 56 176.51 0.22098E-11 -874.58 -838.18 377.25 310.74 57 176.51 -0.22596E-11 869.27 833.09 -10048. 310.74 58 687.31 144.82 395.73 -5.7701 -795.99 2613.6 59 -431.74 147.22 385.12 -8.1624 -5432.6 -896.56 60 -431.74 147.22 379.81 -13.247 -10006. 863.72 61- -431.74 -29.292 -503.66 -482.70 -0.51339E-11 -24.214 MINIMUM VALUES ELEM 61 55 56 56 57 55 VALUE -431.74 -1119.0 -874.58 -838.18 -10048. -5207.9 MAXIMUM VALUES ELEM 50 54 57 57 50 54 VALUE 687.31 1119. 0 869.27 833.09 10068. 8172.6 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:04 MAR 06, 2003 CP- 3.605 EDG Exhaust Piping North Tornado Wind

- - "* POSTi ELEMENT TABLE LISTING *****

STAT MIXED MIXED MIXED MIXED MIXED MIXED ELEM XFORJ YFORJ ZFORJ XMOMJ YMOMJ ZMOMJ 50 687.31 -144.82 -395.73 5.7701 -795.99 2613.6 51 -431.74 -147.22 -385.12 8.1624 -5432.6 -896.56 52 -431.74 -147.22 -379.81 13.247 -10006. 863.72 53 -431.74 29.292 503.66 482.70 -0.10412E-11 -24. 214 54 -2.3969 1119.0 5.3056 5.0848 7.7772 -5207.9 55 -2.3969 -1119.0 0.12373E-11 0.70202E-12 -23.942 8172.6 56 176.51 0.22098E-11 -869.27 -833.09 -10048. 310.74 57 176.51 -0.22595E-11 874.58 838.18 377.25 310.74 58 687.31 144.82 407.73 5.7301 10068. -1302.8 59 -431.74 147.22 390.42 -3.0777 -795.99 -2656.8 60 -431.74 147.22 385.12 -8.1624 -5432.6 -896.56 61 -431.74 -29.292 -494.77 -474.17 -10006. 562.88 MINIMUM VALUES ELEM 61 55 56 56 56 54 VALUE -431.74 -1119.0 -869.27 -833.09 -10048. -5207.9 MAXIMUM VALUES ELEM 50 54 57 57 58 55 VALUE 687.31 1119.0 874.58 838.18 10068. 8172.6 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANgYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:04 MAR 06, 2003 CP- 3.605 Page F55

EDG Exhaust Piping North Tornado Wind

- - - - POSTi ELEMENT TABLE LISTING *****

STAT MIXED MIXED MIXED N MIXED ELEM

AXSTR1 AXSTR2 AXSTR3 AXSTR4 so 9026.3 3883.3 -5907.9 -764.91 51 6865.4 -3623.1 -2849.0 7639.5 52 -377.06 -3916.4 1366.8

4906.2 53 -6736.2 -4514.1 5216.6 2994.5 54 -23171. 9092.4 9115.7 -23147.

55 14759. -5800.1 -5807.7 14751.

56 -584.26 642.46 275.58 -951.14 57 -5653.8 -4427.0 5345.1 '4118.4 58 -7353.7 2964.2 3738.3 -6579.6 59 -377.06 -3916.4 1366.8 4906.2 60 -7588.6 --4178.9

5551.7

2142.0 61 -207.29 -302.88 -302.88 -207.29 MINIMUM VALUES ELEM

54 55 50 54 VALUE -23171. -5800.1 -5907.9 -23147.

MAXIMUM VALUES ELEM 55 54 54 55 VALUE 14759. 9092.4 9115.7 14751.

PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21L:42:04 MAR 06, 2003 CP- 3.605 EDG Exhaust Piping North Tornado Wind

- - - - POSTI ELEMENT TABLE LISTING *****

STAT MIXED MIXED *MIXED MIXED ELEM AXSTR21 AXSTR22 AXSTR23 AXSTR24 50 -7353.7 2964.2 3738.3 -6579.6 51 -377.06 -3916.4 1366.8 4906.2 52 -7588.6 -4178.9 5551.7 2142.0 53 -207.29 -302.88 -302.88 -207.29 54 14759. -5800.1 -5807.7 14751.

55 -23171. 9092.4 9115.7 -23147.

56 -5653.8 -4427.0 5345.1 4118.4 57 -584.26 642.46 275.58 -951.14 58 9026.3 3883.3 -5907.9 -764.91 59 6865.4 -3623.1 -2849.0 7639.5 60 -377.06 -3916.4 1366.8 4906.2 61 -6736.2 -4514.1 5216.6 2994.5 MINIMUM VALUES ELEM 55 54 58 55 VALUE -23171. -5800.1 -5907.9 -23147.

MAXIMUM VALUES ELEM 54 55 55 54 VALUE 14759. 9092.4 9115.7- 14751.

SELECT FOR ITEM-ELEM COMPONENT-IN RANGE 224 TO 227 STEP 1 4 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

STORE LUGFORCE FROM ITEM-SMIS COMP- 1 FOR ALL SELECTED ELEMENTS Page F56

PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:05 MAR 06, 2003 CP 3.605 EDG Exhaust Piping North Tornado Wind

~**** POSTi ELEMENT TABLE LISTING

STAT CURRENT ELEM LUGFORCE 224 0.0000 225 0.0000 226 -1738.5 227 0.0000 MINIMUM VALUES ELEM 226 VALUE -1738.5 MAXIMUM VALUES ELEM 224 VALUE 0.0000 SELECT FOR ITEM-ELEM COMPONENT-IN RANGE 88 TO 89 STEP 1 2 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

STORE SPFORCE FROM ITEM-SMIS COMP- I FOR ALL SELECTED ELEMENTS STORE PRELOAD FROM ITEM-SMIS COMP- 2 FOR ALL SELECTED ELEMENTS STORE ELSTAT FROM ITEM-NMIS COMP- 1 FOR ALL SELECTED ELEMENTS PRINT ELEMENT TABLE ITEMS PER ELEMENT

- - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:05 MAR 06, 2003 CP- 3.625 EDG Exhaust Piping North Tornado Wind

- - - - POSTi ELEMENT TABLE LISTING *****

STAT CURRENT CURRENT CURRENT ELEM SPFORCE PRELOAD ELSTAT 88 746.72 1515.0 1.0000 89 197.51 1832.0 1.0000 MINIMUM VALUES ELEM 89 88 88 VALUE 197.51 1515.0 1.0000 MAXIMUM VALUES ELEM 88 89 88 VALUE 746.72 -1832.0 1.0000 ALL SELECT FOR ITEM=ELEM COMPONENT-IN RANGE 1 TO 227 STEP 1 89 ELEMENTS (OF 89 DEFINED) SELECTED BY ESEL COMMAND.

PRINT REACTION SOLUTIONS PER NODE 1

Page F57

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 21:42:05 MAR 06, 2003 CP- 3.635 EDG Exhaust Piping North Tornado Wind

- - - - POSTi TOTAL R EACTION SOLUTION LISTING *****

LOAD STEP- 2 SiUBSTEP- 1 TIME- 2.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z SOLUTIONS ARE IN GLOBAL COORDINATES NODE FX FY FZ MX MY MZ 22 . 2.2798 -7.0845 0.46694E-09 0.48118E-07-0.81988E-06 0.11290 32 -706.10 1190.3 -564.63 12.793 36 -706.10 1190.3 564.63 -12. 793 42 -706.10 1074.1 -507.14 12.793 46 -706.10 1074. 1 507.14 -12.793 50 -687.31 407.73 -144.82 -385.03 1341.3 10068.

54 -431.74 503.66 -29. 292 57 -687.31 407.73 144.82 385.03 -1341.3 10068.

61 -431.74 503.66 29.292 200 0.0000 0.0000 0.0000 -i32.07 0.0000 12763.

201 .0.0000 0.0000 0.0000 132.07 0.0000 12763.

202 0.0000 0.0000 0.0000 -118.62 0.0000 12763.

203 0.0000 0.0000 0.0000 118.62 0.0000 12763.

TOTAL VALUES VALUE -5060.2 6344.5 0.46727E-09 0.48119E-07-0.81988E-06 71188.

END OF INPUT ENCOUNTERED

NUMBER OF WARNING MESSAGES ENCOUNTERED- 5 NUMBER OF ERROR MESSAGES ENCOUNTERED- 0

- - PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA *****

ANSYS RUN COMPLETED I I Release 5.7.1 UP20010418 INTEL NT I.

Maximum Scratch Memory Used - 2156624 Words 8.227 MB I CP Time (sec) - 3.655 Time - 21:42:05 I Elapsed Time (sec) - 28.000 Date - 03/06/2003 I Page F58

A+1c~tk~~enV I W E L C O M E T O T H E A N S Y S P R O G R A M l

l Prot 6by.

ANSYS 5.7 NOTICES

iT4z cA.c h (or:

Copyright 2000 SAS IP, Inc. All rights reserved.

Unpublished---rights reserved under the Copyright Laws of the United States.

A. I

U.S. GOVERNMENT RIGHTS

Use, duplication, or disclosure by the U.S. Government is

subject to restrictions set forth in the ANSYS, Inc.

license agreement and as provided in DFARS 227.7202-1(a)

and 2 2 7.7202-3(a)(1995), DFARS 252.227-7013(c)(1)(ii) (OCT *

1988), FAR 12.212(a)(1995), FAR 52.227-19, or FAR52.227-14

(ALT III), as applicable. ANSYS, Inc.

THIS SOFTWARE CONTAINS CONFIDENTIAL INFORMATION AND TRADE *

SECRETS OF SAS IP, INC. USE, DISCLOSURE, OR REPRODUCTION *

IS PROHIBITED WITHOUT THE PRIOR EXPRESS WRITTEN PERMISSION *

OF SAS IP, INC. *

The Program also contains the following licensed software:

PCGLSS: XJinear Equations Solver *

(C) Copyright 1992-1995 Computational Applications and

System Integration Inc. *

All Rights Reserved. *

. CA&SI, 2004 S. Wright Street, Urbana, IL 61821 .

Ph (217)244-7875 Fax (217)244-7874

CA&SI DOES NOT GUARANTEE THE CORRECTNESS OR USEFULNESS OF *

THE RESULTS OBTAINED USING PCGLSS. CAiSI IS NOT LIABLE FOR *

ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS. IT IS THE *

RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND *

USEFULNESS OF THE RESULTS.

Completing ANSYS Load Process.

ANSYS/Mechanical U

- - - ANSYS COMMAND LINE ARGUMENTS *****

INITIAL JOBNAME - file BATCH MODE REQUESTED - LIST 00251976 VERSION-INTEL NT RELEASE- 5.7.1 UP20010418 CURRENT JOBNAME-file 13:27:04 MAR 07, 2003 CP- 0.200 1 /filnam, dgehl 2 /title, Support DGEH-1 for South Blowing Wind Page G1

3!

4 ! Unitss are pounds and inches 5!

6 /prep7 7 tref, 00.0 8!

9 ! Mater ial 2 - A-36 10 !

11 mp, ex, 2, 29000000.

12 mp, nuxy, 2, 0.3 13 mp, den s, 2, 490/1728/386.4 14 tb, bki n, 2, 1 15 tbtemp, 0.0 16 tbdata, 1, 36000.0, 0.0 17 !

18 1 eleme.nt types 19!

20 et, 13, beam24 ! non-linear beam 21 keyopt, 13, 1, 1 22 23 ! Membe:r Properties 24 !

25 r, 7, 1.127, 1 .852, 0.0, -0.365, 1.852, 0.296 ! C4 x 5.4 26 rmore, -0.365, -1 .852, 0.184, 1.127, -1.852, 0.296 27!

28 csys, 0 29 30 ! Suppoirt DGEH-1 31 !

32 *n, 50, -377.0, -190.5, -11. 957 33 n, 51, -349.957, -190.5, -11. 957 34 n, 52, -338.0, -190.5, -11.957 35 n, 53, -326.043, -190.5, -11.957 36 n, 54, -306.0, -190.5, -11. 957 37 n, 55, -349.957, -190.5, 0.0 38 n, 56, -326.043, -190.5, 0.0 39 n, 57, -377.0, -190.5, 11. 957 40 n, 58, -349.957, -190.5, 11.957 41 n, 59, -338.0, -190.5, 11. 957 42 n, 60, -326.043, -190.5, 11.957 43 n, 61, -306.0, -190.5, 11.957 44 45 ! Refereence Nodes for Beams 46 !

47 n, 102, -349. 957, -180.5, -11.957 48 n, 103, -326.043, -180.5, 11.957 49 !

50 ! Suppor t DGEH-1 51 !

52. mat, 2 53 type, 13 54 real, 7 55 en, 50, 50, 51, 102 56 en, 51, 51, 52, 102 57 en, 52, 52, 53, 102 58 en, 53, 53, 54, 102 59 en, 54, 55, 51, 102 60 en, 55, 58, 55, 102 61 en, 56, 53, 56, 103 62 en, 57, 56, 60, 103 63 en, 58, 58, 57, 103 64 en, 59, 59, 58, 103 65 en, 60, 60, 59, 103 66 en, 61, 61, 60, 103 67 !

68 ! Bounda: cy Conditions 69!

70 d, 50, ll, 0.0 71 d, 54, ux, 0.0,, , , uy, uz 72 d, 57, ll, 0.0 73 d, 61, ux, 0.0, , , , uy, uz Page G2

74 nlist, all 75 mplist, all 76 etlist, all 77 rlist, all 78 elist, all 79 tblist, all, all 80 finish 81 /solu 82 antype, static, new

83 time, 1.0 .

84 f, 55, fx, -2035.0 85 f, 55, fy, -3602.0 86 solve 87 finish B8 /postl 89 file, dgehl, rst 90 set, 1 91 92 Support DGEH C4 x 5.4 93 94 Plastic Strains 95 96 esel, s, elem, , 50, 61 97 etable, plstrl, leppl, 1 98 etable, plstr2, leppl, 2 99 etable, plstr3, leppl, 3 100 etable, plstr4, leppl, 4 101 etable, plstr2l, leppl, 21 102 etable, plstr22, leppl, 22 103 etable, plstr23, leppl, 23 104 etable, plstr24, leppl, 24 105 106 I Element Forces 107 !'

108 etable xfori, smisc, 1 109 etable yfori, smisc, 2 110 etable zfori, smisc, 3 111 etable xmonmi, smisc, 4 112 etable ymomi, smisc, 5 113 etable zmomi, smisc, 6 114 etable xforj, smisc, 7 115 etable e yforj, smisc, 8 116 etable zforj, smisc, 9 117 etable xmomj, smisc, 10 118 etable ymomj, smisc, 11 119 etable zmomj, smisc, 12 120 !

121 I Elem ent Axial Stresses 122 1 123 etable e axstrl, la, 1 124 etable e axstr2, la, 2 125 etable B axstr3, ls, 3 126 etable e axstr4, ls, 4 127 etable , axstr2l, ls, 21 128 etable ,-axstr22, la, 22 129 etable , axstr23, ls, 23 130 etable , axstr24, ls, 24 131 pretab I platrl, plstr2, plstr3, plstr4 132 pretab , plstr2l, plstr22, plstr23, plstr24 133 pretab I xfori, yfori, zfori, xmomi, ymomi, zmomi 134 pretab I xforj, yforj, zforj, xmomj, ymomj, zmomj 135 pretab I axstrl, axstr2, axstr3, axstr4 136 pretab , axstr2l, axstr22, axstr23., axstr24 137 esel, all 138 !

139 Reac1 tion Loads 140 !

141 prrsol RUN SETUP PROCEDURE FROM FILE- C:\PROGRAM FILES\ANSYS INC\ANSYS5?\docu\start57.ans Page G3

/INPUT FILE- C:\PROGRAM FILES\ANSYS INC\ANSYS57\docu\start57.ans LINE- 0 CURRENT JOBNAME REDEFINED AS dgehl TITLE- -

Support DGEH-1 for South Blowing Wind 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:05 MAR 07, 2003 CP- 0.351 Support DGEH-1 for South Blowing Wind

- - ANSYS ANALYSIS DEFINITION (PREP7)

REFERENCE TEMPERATURE- 0.000 (TUNIF- 0.000)

MATERIAL 2 EX - 0.2900000E+08 MATERIAL 2 NUXY - 0.3000000 MATERIAL 2 DENS - 0.7338634E-03 DEFINE DATA TABLE BKIN FOR MATERIAL 2 WITH A MAXIMUM OF 1 TEMPERATURE SPECIFICATIONS AND USE THE ALTERNATIVE HARDENING OPTION FOR TEMPERATURE DEPENDENT CURVES (RICE MODEL)

TEMPERATURE TO BE USED FOR THE NEXT TBDAT COMMAND- 0.0000 TEMPERATURE SPECIFICATION- 1 DATA FOR BKIN TABLE FOR MATERIAL 2 AT TEMPERATURE- 0.0000 LOC- 1 36000. .0.0000 ELEMENT TYPE 13 IS BEAM24 3-D THIN-WALLED BEAM KEYOPT(1-12)- 0 0 0 0 0 0 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTE THREE-DIMENSIONAL MODEL ELEMENT TYPE 13 IS BEAM24 3-D THIN-WALLED BEAM KEYOPT(1-12)- 1 0 0 0 0 0 00 00 00 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL REAL CONSTANT SET 7 ITEMS 1 TO 6 1.1270 1.8520 0.0000 -0.36500 1.8520 0.29600 REAL CONSTANT SET 7 ITEMS 7 TO 12

-0.36500 -1.8520 0.18400 1.1270 -1.8520 0.29600 ACTIVE COORDINATE SYSTEM SET TO 0 (CARTESIAN)

NODE 50 KCS- 0 X,Y,Z- -377.00 -190.50 -11.957 NODE 51 KCS- 0 X,Y,Z- -349.96 -190.50 -11. 957 NODE 52 KCS- 0 X,Y,Z- -338.00 -190.50 -11. 957 NODE 53 KCS- 0 X,Y,Z- -326.04 -190.50 -11.957 NODE 54 KCS- 0 X,Y,Z- -306.00 -190.50 -11.957 NODE 55 KCS- 0 X,Y,Z- -349.96 -190.50 0.0000 NODE 56 KCS- 0 X,Y,Z- -326.04 -190.50 0. 0000 Page G4

NODE 57 KCS=. 0 X,Y,Z- -377.00 -190.50 11. 957 NODE 58 KCS- 0 X,Y,Z- -349.96 -190.50 11. 957 NODE 59 KCS- 0 X,Y,Z- -338.00 -190.50 11. 957 NODE 60 KCS- 0 X,Y,Z- -326.04 -190.50 11.957 NODE 61 KCS- 0 X,Y,Z- -306.00 -190.50 11. 957 NODE 102 KCS= 0 X,Y,Z- -349.96 -180.50 -11. 957 NODE 103 KCS- 0 X,Y,Z- -326.04 -180.50 11. 957 MATERIAL NUMBER SET TO 2 ELEMENT TYPE SET TO 13 REAL CONSTANT NUMBER- 7 ELEMENT 50 50 51 102 ELEMENT 51 51 52 102 ELEMENT 52- 52 53 102 ELEMENT 53 53 54 102 ELEMENT 54 55 51 102 ELEMENT 55 58 55 102 ELEMENT 56 53 56 103 ELEMENT 57 56 60 103 ELEMENT 58 58 57 103 ELEMENT 59 59 58 103 ELEMENT 60 60 59 103 ELEMENT 61 61 60 103 SPECIFIED CONSTRAINT UX FOR SELEC TED NODES 50 TO 50 BY 1 REAL- 0.00000000 IMAG- 0.00 000000 ADDITIONAL DOFS- UY UZ ROTX ROTY ROTZ SPECIFIED CONSTRAINT UX FOR SELEC TED NODES 54 TO 54 BY 1 REAL- 0.00000000 IMAG- 0.00 000000 ADDITIONAL DOFS- UY UZ SPECIFIED CONSTRAINT UX FOR SELEC TED NODES 57 TO 57 BY 1 REAL- 0.00000000 IMAG- 0.00l 000000 ADDITIONAL DOFS- UY UZ ROTX ROTY ROTZ SPECIFIED CONSTRAINT UX FOR SELEC!:ED NODES 61 TO 61 BY 1 REAL- 0.00000000 IMAG- 0.00( o00000o ADDITIONAL DOFS= UY UZ LIST ALL SELECTED NODES. DSYS- 0 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:08 MAR 07, 2003 CP- 0.431 Support DGEH-1 for South Blowing Wind NODE X Y THXY THYZ THZX z

Page G5

50 -377.00 -190.50 -11.957 0.00 0.00 0.00 51 -349.96 -190.50 -11.957 0.00 0.00 0.00 52 -338.00 -190.50 -11.957 0.00 0.00 0.00 53 -326.04 -190.50 -11.957 0.00 0.00 0.00 54 -306.00 -190.50 -11.957 0.00 0.00 0.00 55 -349.96 -190.50 0.0000 0.00 0.00 0.00 56 -326.04 -190.50 0.0000 0.00 0.00 0.00 57 -377.00 -190.50 11.957 0.0 0.00 0.00 58 -349.96 -190.50 11.957 0.00 0.00 0.00 59 -338.00 -190.50 11.957 0.00 0.00 0.00 60 -326.04 -190.50 11.957 0.00 0.00 0.00 61 -306.00 -190.50 11.957 0.00 0.00 0.00 102 -349.96 -180.50 -11.957 0.00 0.00 0.00 103 -326.04 -180.50 11.957 0.00 0.00 0.00 LIST MATERIALS 1 TO 2 BY 1 PROPERTY- ALL PROPERTY TABLE EX MAT- 2 NUN. POINTS- 1 TEMPERATURE DATA TEMPERATURE DATA TEMPERATURE DATA 0.0000 0.29000E+08 PROPERTY TABLE NUXY MAT- 2 NUM. POINTS- 1 TEMPERATURE DATA TEMPERATURE DATA TEMPERATURE DATA 0.0000 0.30000 PROPERTY TABLE DENS MAT- 2 NUM. POINTS- 1 TEMPERATURE DATA TEMPERATURE DATA TEMPERATURE DATA 0.0000 0.73386E-03 LIST ELEMENT TYPES FROM 1 TO 13 BY 1 1

-*** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:08 MAR 07, 2003 CP- 0.451 Support DGEH-1 for South Blowing Wind ELEMENT TYPE 13 IS BEAM24 3-D THIN-WALLED BEAM INOPR KEYOPT(1-12)- 1 0 0 0 0 0 0 0 0 0 0 0 CURRENT NODAL DOF SET IS UX UY UZ ROTX ROTY ROTZ THREE-DIMENSIONAL MODEL 1

- - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:08 MAR 07, 2003 CP- 0.461 Support DGEH-1 for South Blowing Wind LIST REAL SETS 1 TO 7 BY 1 REAL CONSTANT SET 7 ITEMS 1 TO 6 1.1270 1.8520 0.0000 -0.36500 1.8520 0.29600 REAL CONSTANT SET 7 ITEMS 7 TO 12

-0.36500 -1.8520 0.18400 1.1270 -1.8520 0.29600 LIST ALL SELECTED ELEMENTS. (LIST NODES) 1

- - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:08 MAR 07, 2003 CP- 0.471 Support DGEH-1 for South Blowing Wind Page G6

ELEM MAT TYP REL ESY SEC NODES 50 2 13 7 0 1 50 51 102 51 2 13 7 0 1 51 52 102 52 2 13 7 0 1 52 53 102 53 2 13 7 0 1 53 54 102 54 2 13 7 0 1 55 51 102 55 2 13 7 0 1 58 55 102 56 2 13 7 0 1 53 56 103 57 2 13 7 0 1 56 60 103 58 2 13 7 0 1 58 57 103 59 2 13 7 0 1 59 58 103 60 2 13 7 0 1 60 59 103 61 2 13 7 0 1 61 60 103 LIST DATA TABLE ALL FOR ALL MATERIALS 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 .****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:08 MAR 07, 2003 CP- 0.471 Support DGEH-1 for South Blowing Wind BiKin P1 (BKIN) Table For Material 2 1

Temps 0.0000 Yld Strs 36000.

Tang Mod 0.0000

- - - - ROUTINE COMPLETED ***** CP - 0.471

- - - - ANSYS SOLUTION ROUTINE *****

PERFORM A STATIC ANALYSIS THIS WILL BE A NEW ANALYSIS TIME- 1.0000 SPECIFIED NODAL LOAD FX FOR SELECTED NODES 55 TO 55 BY REAL- -2035.00000 IMAG- 0.00000000 1 SPECIFIED NODAL LOAD FY FOR SELECTED NODES 55 TO 55 BY 1 REAL- -3602.00000 IMAG- 0.00000000

~*** ANSYS SOLVE COMMAND

1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VtRSION-INTEL NT 13:27:08 MAR 07, 2003 CP-0.481 Support DGEH-1 for South Blowing Wind S O L O T I ON O P T I O N S PROBLEM DIMENSIONALITY. . . . . . . . . . . . .3-D DEGREES OF FREEDOM. . . . . . UX UY UZ ROTX ROTY ROTZ ANALYSIS TYPE .-. . . . . . . . . . . . . . . .STATIC (STEADY-STATE)

PLASTIC MATERIAL PROPERTIES INCLUDED. . . . . .YES NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN NOTE *** CP- 0.501 TIME- 13:27:08 Page G7

Nonlinear analysis, NROPT set to the FULL Newton-Raphson solution procedure for ALL DOFs.

SOLCONTROL,ON uses sparse matrix direct solver

WARNING

CP- 0.501 TIME- 13:27:09 The program chosen initial timestep/load-factor is arbitrary. It is necessary for the user to supply a suitable initial timestep/load-factor through the NSUB or DELTIM command for convergence and overall efficiency.

L O A D S.T E P O P T I O N S LOAD STEP NUMBER . . . . . . . . . . . . . . .

TIME AT END OF THE LOAD STEP. . . . . . . . . . 1.0000 1 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 1 '

MAXIMUM NUMBER OF SUBSTEPS . . . . . . . .. . 1000 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . .

START WITH TIME STEP FROM PREVIOUS SUBSTEP 1 .

YES MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO TERMINATE ANALYSIS IF NOT CONVERGED . . . YES (EXIT)

CONVERGENCE CONTROLS . . . . . . . . . . . UISE DEFAULTS COPY INTEGRATION POINT VALUES TO NODE . . . . .. YES, FOR ELEMENTS WITH ACTIVE MAT. NONLINEARITIES PRINT OUTPUT CONTROLS . . . . . . . . . . . . . NO PRINTOUT DATABASE OUTPUT CONTROLS . . . . . . . . . . . ALL DATA WRITTEN FOR THE LAST SUBSTEP NONLINEAR MONITORING INFO IS WRITTEN TO FILE- dgehl.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT - 22, BY SOLUTION CONTROL LOGIC.

ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME- dgehl.rdb FOR POSSIBLE RESUME FROM THIS POINT Estimated number of active DOF- 54.

Maximum wavefront- 34.

CROSS SECTION PARAMETERS, ELEMENT 50 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0. 2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 6840E-15)

, -0.

AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 1W - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16 CROSS SECTION PARAMETERS, ELEMENT 51 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0. 2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 6840E-15) , -0.

AREA - 1.565 IY - 3.809 IS - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16 Page G8

-- CROSS SECTION PARAMETERS, ELEMENTI 52 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER -

6840E-15)

( -0.95 84 , -0.

AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

-- CROSS SECTION PARAMETERS, ELEMENT 53 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER- { -0.9584 I -0.

6840E-15) AREA - 1.565 ly - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 I - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

-- CROSS SECTION PARAMETERS, ELEMENT 54 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0. 1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - C -0.9584 I -0.

6840E-15) AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J- 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

- CROSS SECTION PARAMETERS, ELEMENT 55 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 I -0.

6840E-15) APREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

-- CROSS SECTION PARAMETERS, ELEMENT 56 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0. 1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 , -0.

6840E-15) AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

- CROSS SECTION PARAMETERS, ELEMENT 57 Page G9

PT Y-COORD Z-COO RD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 , -0.

6840E-15) AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 *IZP - 0.3779 THETAP - 0.

1079E-16

-- CROSS SECTION PARAMETERS, ELEMENT 58 PT Y-COORD Z-COOl RLD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - t 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 I -0.

6840E-15) AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 I3 - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16 U-RS SECTION PARAMETERS, ELEMENT 59 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 0.000 SHEAR CENTER - ( -0.9584 6840E-15) I -0.

AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J- 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

- CROSS SECTION PARAMETERS, ELEMENT 60 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 '-0.3650 -1.852 0.1840 4 1.127 -1.852- 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 6840E-15)

I -0.

'AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 JJ - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 IZP - 0.3779 THETAP - 0.

1079E-16

--- CROSS SECTION PARAMETERS, ELEMENT 61 PT Y-COORD Z-COORD THICK 1 1.127 1.852 0.000 2 -0.3650 1.852 0.2960 3 -0.3650 -1.852 0.1840 4 1.127 -1.852 0.2960 CENTROID - ( 0.5609E-01 , 0.000 SHEAR CENTER - ( -0.9584 , -0.

6840E-15) AREA - 1.565 IY - 3.809 IZ - 0.3779 IYZ - -0.3701E-16 J - 0.3349E-01 IW - 0.9069 PRINCIPAL M OF I: IYP - 3.809 UP - 0.3779 THETAP - 0.

1079E-16 Page G10 -

- - - - CENTROID, MASS, AND MASS MOMENTS OF INERTIA *****

CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID TOTAL MASS - 0.21799 MOM. OF INERTIA MOM. OF INERTIA CENTROID ABOUT ORIGIN ABOUT CENTROID XC - -340.62 IXX - 7936. IXX - 25.28 YC - -190.50 IYY - 0.2539E+05 IYY - 96.15 ZC - 0.0000 IZZ - 0.3327E+05 IZZ - 70.88 IXY - -0.1414E+05 IXY - 0.5457E-l1 IYZ - -0.7105E-14 xYz - -0.7105E-14 IZX - 0.1421E-13 IZX - 0.1421E-13 MASS

SUMMARY

BY ELEMENT TYPE ***

TYPE MASS 13 0.217989 Range of element maximum matrix coefficients in global coordinates Maximum- 36949950.9 at element 57.

Minimum- 16337335.4 at element 58.

ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 13 12 BEAM24 0.060 0.005007 Time at end of element matrix formulation CP- 1.75251997.

FORCE CONVERGENCE VALUE - 4137. CRITERION- 21.11 MOMENT CONVERGENCE VALUE - 0.000 CRITERION- 15.95 Time at end of matrix assembly CP- 1.75251997.

SPARSE MATRIX DIRECT SOLVER.

Number of equations - - 54, Maximum wavefront - 34 Memory available for solver - 0.76 MB Memory required for in-core - 0.02 MB Optimal memory required for out-of-core - 0.01 MB Least memory required for out-of-core - 0.01 MB EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC- -0.1005 FORCE CONVERGENCE VALUE - 0.4258E-10 CRITERION- 24.86 <<< CONVERGED MOMENT CONVERGENCE VALUE - 0.1680E-09 CRITERION- 188.1 <<< CONVERGED

>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1

- - ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 13 12 BEAM24 0.000 0.000000

- - NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 13 12 BEAM24 0.000 0.000000

- - LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER - 1

- - TIME - 1.00000 TIME INC - 1.00000

- - PROBLEM STATISTICS ACTUAL NO. OF ACTIVE DEGREES OF FREEDOM - 54 R.M.S. WAVEFRONT SIZE - 0.0

- - ANSYS BINARY FILE STATISTICS BUFFER SIZE USED- 16384 0.063 MB WRITTEN ON ELEMENT MATRIX FILE: dgehl.emat 0:063 MB WRITTEN ON ELEMENT SAVED DATA FILE: dgehl.esav 0.063 MB WRITTEN ON ASSEMBLED MATRIX FILE: dgehl.full 0.125 MB WRITTEN ON RESULTS FILE: dgehl.rst Page Gll

FINISH SOLUTION PROCESSING

- - - - ROUTINE COMPLETED ***** CP - 2.173 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:17 MAR 07, 2003 CP- 2.183 Support DGEH-i for South Blowing Wind

- - - - ANSYS RESULTS INTERPRETATION (POST1) *****

- - NOTE *** CP- 2.193 TIME- 13:27:17 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent 'solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

DATA FILE CHANGED TO FILE- dgehl.rst USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP- 1 SUBSTEP- 1 CUMULATIVE ITERATION- 1 TIME/FREQUENCY- 1.0000 TITLE- Support DGEH-1 for Sout h Blowing Wind SELECT FOR ITEM-ELEM COMP ONENT-IN RANGE 50 TO 61 S TEP 1 12 ELEMENTS (OF 12 DEFINED) SELECTED BY ESEL COMMAND.

STORE PLSTR1 FROM ITEM-LEPP COMP- 1 FOR ALL SELECTED ELEMENTS STORE PLSTR2 FROM ITEM-LEPP CaDMP- 2 FOR ALLSELECTED ELEMENTS STORE PLSTR3 FROM ITEM-LEPP C(DMP- 3 FOR ALL SELECTED ELEMENTS STORE PLSTR4 FROM ITEM-LEPP CCDMP- 4 FOR ALL SELECTED ELEMENTS STORE PLSTR21 FROM ITEM-LEPP CC)MP- 21 FOR ALL SELECTED ELEMENTS STORE PLSTR22 FROM ITEM-LEPP CC NMP- 22 FOR ALL SELECTED'ELEMENTS STORE PLSTR23 FROM ITEM-LEPP CC)MP- 23 FOR ALL SELECTED ELEMENTS STORE PLSTR24 FROM ITEM-LEPP CC)MP- 24 FOR ALL SELECTED ELEMENTS STORE XFORI FROM ITEM-SMIS CCOMP- 1 FOR ALL SELECTED ELEMENTS STORE YFORI FROM ITEM-SMIS CC 4MP- 2 FOR ALL SELECTED ELEMENTS STORE ZFORI FROM ITEM-SMIS CCIMP- 3 FOR ALL SELECTED ELEMENTS STORE XMOMI FROM ITEM-SMIS CCOMP- 4 FOR ALL SELECTED ELEMENTS STORE YMOMI FROM ITEM-SMIS CCOMP- 5 FOR ALL SELECTED ELEMENTS STORE ZMOMI FROM ITEM-SMIS CCDMP- 6 FOR ALL SELECTED ELEMENTS STORE XFORJ FROM ITEM-SMIS CCMP- 7 FOR ALL SELECTED ELEMENTS STORE YFORJ FROM ITEM-SMIS COMP- 8 FOR ALL SELECTED ELEMENTS STORE ZFORJ FROM ITEM-SMIS CO: MP- 9 FOR ALL SELECTED ELEMENTS Page G12

STORE XMOMJ FROM ITEM=SMIS COMP- 10 FOR ALL SELECTED ELEMENTS STORE YMOMJ FROM ITEM-SMIS COMP- 11 FOR ALL SELECTED ELEMENTS STORE ZMOMJ FROM ITEM-SMIS COMP- 12 FOR ALL SELECTED ELEMENTS STORE AXSTRl FROM ITEM-LS COMP- 1 FOR ALL SELECTED ELEMENTS STORE AXSTR2 FROM ITEM-LS COMP- 2 FOR ALL SELECTED ELEMENTS STORE AXSTR3 FROM ITEM-LS COMP- 3 FOR ALL SELECTED ELEMENTS STORE AXSTR4 FROM ITEM-LS COMP- 4 FOR ALL SELECTED ELEMENTS STORE AXSTR21 FROM ITEM-LS COMP- 21 FOR ALL SELECTED ELEMENTS STORE AXSTR22 FROM ITEM-LS COMP- 22 FOR ALL SELECTED ELEMENTS STORE AXSTR23 FROM ITEM-LS COMP- 23 FOR ALL SELECTED ELEMENTS STORE AXSTR24 FROM ITEM-LS COMP- 24 FOR ALL SELECTED ELEMENTS PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:19 MAR 07, 2003 CP- 2.283 Support DGEH-1 for South Blowing Wind

- - - - POST1 ELEMENT TABLE LISTING *****

STAT CURRENT CURRENT CURRENT CURRENT ELEM PLSTR1 PLSTR2 PLSTR3 PLSTR4 50 0.0000 0. 0000 0.0000 0. 0000 51 0.0000 0. 0000 0. 0000 0. 0000 52 0. 0000 0.0000 0.0000 0. 0000 53 O .0000 0.0000 0. 0000 0.0000

54. 0.0000 0.0000 0.0000 0. 0000 55 0.0000 0.0000 0.0000 0.0000 56 0. 0000 0.0000 0.0000 0.0000 57 0. 0000 0.0000 0. 0000 0.0000 58 0.0000 0.0000 0. 0000 0. 0000 59 0.0000 0. 0000 0.0000 0.0000 60 0.0000 I0.0000 0.0000 0. 0000 61 0.0000 0.0000 0.0000 0.0000 MINIMUM VALUES ELEM 50 50 50 50 VALUE 0. 0000 0.0000 0'.0000 0.0000 MAXIMUM VALUES ELEM 50 50 50 50 VALUE 0.0000 0.0000 0.0000 0.0000 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:19 MAR 07, 2003 CP- 2.303 Support DGEH-1 for South Blowing Wind

- - - - POSTI ELEMENT TABLE LISTING *****

STAT CURRENT CURRENT CURREI 4T CURRENT Page G13

ELEM PLSTR21 PLSTR22 PLSTR23 PLSTR24 50 0.0000 0.0000 0.0000 0.0000 51 0.0000 0. 0000 0.0000 0.0000 52 0.0000 0.0000 0.0000 0.0000 53 0.0000 0.0000 0. 0000 0.0000 54 0.0000 0.0000 0.0000 0.0000 55 0.0000 0.0000 0.0000 0.0000 56 0.0000 0 .0000 0.0000 0.0000 57 0.0000 0. 0000 O.0000 0.0000 58 0.0000 0.0000 0.0000 0.0000 59 0.0000 0.0000 0.0000 0.0000 60 0.0000 0.0000 0.0000 0.0000 61 0.0000 0. 0000 0.0000 0. 0000 MINIMUM VALUES ELEM 50 50 50 50 VALUE 0.0000 0.0000 0. 0000 0.0000 MAXIMUM VALUES ELEM 50 50 50 50 VALUE 0.0000 0.0000 *0.0000 0.0000 PRINT ELEMENT TABLE ITEMS PER ELEMENT 2.

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:19 MAR 07, 2003 CP- 2.313 Support DGEH-1 for South Blowing Wind

- - - - POST1 ELEMENT TABLE LISTING *****

STAT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT ELEM XFORI YFORI ZFORI XMOMI YMOMI ZMOMI 50 -624.94 131.68 -1473.8 13.476 25473. 1184.5 51 392.56 133.86 327.20 -14.685 -14383. 2415.8 52 392.56 133.86 327.20 -14.685 -10470. 815.20 53 392.56 -26.634 327.20 313.58 -6558.1 -511.80 54 2.1794 -1017.5 1801.0 1726.0 -19780. -7431.0 55 2.1794 1017.5 -1801.0 -1726.0 1754.2 4735.3 56 -160.49 0.71054E-14-0.92584E-11-0.13629E-10 -328.27 -282.54

-57 -160.49 0.71054E-14 0.15930E-10 0.13703E-10 -328.27 -282.54 58 -624.94 -131.68 1473.8 -13.476 -14383. -2376.5 59 392.56 -133.86 -327.20 14.685 -10470. -815.20 60 392.56 -133.86 -327.20 14.685 -6558.1 -785.34 61 392.56 26.634 -327.20 -313.58 0.35470E-10 22.017 MINIMUM VALUES ELEM 50 54 55 55 54 54 VALUE -624.94 -1017.5 -1801.0 -1726.0 -19780. -7431.0 MAXIMUM VALUES ELEM 52 55 54 54 50 55 VALUE 392.56 1017.5 1801.0 1726.0 25473. 4735.3 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:19 MAR 07, 2003 CP- 2.323 Support DGEH-1 for South Blowing Wind

- - - - POST1 ELEMENT TABLE LISTING *****

STAT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT ELEM XFORJ YFORJ ZFORJ , XMOMJ YMOMJ ZMOMJ Page G14

50 -624.94 131.68 -1473.8 13.476 -14383. -2376. 5 51 392.56 133.86 327.20 -14.685 -10470. 815.2 0 52 392.56 133.86 327.20 -14.685 -6558.1 -785.3 4 53 392.56 -26.634 327.20 313.58 0.17280E-10 22.01 7 54 2.1794 -1017.5 1801.0 1726.0 1754.2 4735. 3 55 2.1794 1017.5 -1801.0 -1726.0 -19780. -7431. 0 56 -160.49 0.71054E-14-0.92584E-11-0.13629E-10 -328.27- -282.5 4 57 -160.49 0.71054E-14 0.15930E-10 0.13703E-10 -328.27 -282.5 4 58 -624.94 -131.68 1473.8 -13.476 25473. 1184.

59 - 392.56 -133.86 -327.20 14.685 -14383. 2415. 58.

60 392.56 -133.86 -327.20 14.685 -10470. 815.2 0 61 392.56 26.634 -327.20 -313.58 -6558.1 -511.8 MINIMUM VALUES ELEM 50 54 55 55 55 55 VALUE -624.94 -1017.5 -1801.0 -1726.0 --19780. -7431.0 MAXIMUM VALUES ELEM 52 55 54 54 58 54 VALUE 392.56 1017.5 1801.0 1726.0 25473. 4735.3 PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:19 MAR 07, 2003 CP- 2.323 Support DGEH-1 for South Blowing Wind

- - - - POSTi ELEMENT TABLE LISTING *****

STAT CURRENT CURRENT CURRENT CURRENT ELEM AXSTR1 AXSTR2 AXSTR3 AXSTR4 50 8630.6 13307. -11466. -16142.

51 -13588. -4051.3 9936.0 399.37 52 -7150.3 -3932.1 6250.4 3032.2 53 -1487.8 -3508.2 2869.5 4890.0

-54 11439. -17896. 1340.4 30676.

55 -12563. 6130.2 4424.2 -14269.

56 538.42 -576.98 -257.74 857.66 57 538.42 -576.98 -257.74 857.66 58 -659.22 -10041. 3946.5 13328.

59 -7150.3 -3932.1 6250.4 3032.2 60 -712.71 -3813.0 2564.8 5665.1 61 188.48 275.40 275.40 188.48 MINIMUM VALUES ELEM 51 54 50 50 VALUE -13588. -17896. -11466. -16142.

MAXIMUM VALUES ELEM 54 50 51 54 VALUE 11439. 13307. 9936.0 30676.

PRINT ELEMENT TABLE ITEMS PER ELEMENT 1

. ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 ANSYS/Mechanical U 00251976 VERSION-INTEL NT 1 3:27:20 MAR 07, 2003 CP- 2.333 Support DGEH-1 for South Blowing Wind

- - - - POST1 ELEMENT TABLE LISTING *****

STAT CURRENT CURRENT CURRENT CURRENT ELEM AXSTR21 AXSTR22 AXSTR23 AXSTR24 50 -659.22 -10041. 3946.5 13328.

Page G15

51 -7150.3 -3932.1 6250.4 3032.2 52 -712.71 -3813.0 2564.8 5665.1 53 188.48 275.40 275.40 188.48 54 -12563. 6130.2 4424.2 -14269.

55 11439. -17896. 1340.4 30676.

56 538.42 -576. 98 -257.74 857.66 57 538.42 -576.98 -257.74 857.66 58 8630.6 13307. -11466. -16142.

59 -13588. -4051.3 9936.0 399.37 60 -7150.3 -3932.1 6250.4 3032.2 61 -1487.8 -3508.2 2869.5 4890.0 MINIMUM VALUES ELEM 59 55 58 58 VALUE -13588. -17896. -11466. -16142.

MAXIMUM VALUES ELEM 55 58 59 55 ,

VALUE 11439. 13307. 9936.0 30676.

ALL SELECT FOR ITEM-ELEM COMPONENT-IN RANGE 1 TO 61. STEP 1 12 ELEMENTS (OF 12 DEFINED) SELECTED BY ESEL COMMAND.

PRINT REACTION SOLUTIONS PiCR NODE

. 1

- - - - ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 5.7.1 *****

ANSYS/Mechanical U 00251976 VERSION-INTEL NT 13:27:20 MAR 07, 2003 CP- 2.353 Support DGEH-1 for South Blowing Wind POSTi TOTAL REACTION SOLUTION LISTING ***

LOAD STEP- 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z SOLUTIONS ARE IN GLOBAL COORDINATES NODE FX FY FZ MX MY MZ 50 624.94 1473.8 131.68 -1425.9 -1219.6 25473.

54 392.56 327.20 26.634 57 624.94 1473.8 -131.68 1425.9 1219.6 25473.

61 392.56 327.20 -26.634 TOTAL VALUES VALUE 2035.0 3602.0 0.39080E-13 0.25011E-11-g.22737E-12 50947.

- - - - END OF INPUT ENCOUNTERED

NUMBER OF WARNING MESSAGES ENCOUNTERED- 1 NUMBEROOF ERROR MESSAGES ENCOANTERED- O 0

- - - - PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA *****

i-______*

ANSYS RUN COMPLETED

- - - - - - - - - - - - - - - - - - - - - - - - -__ - - - - - - - - - - I.--

Release 5.7.1 UP20010418 INTEL NT Page G16

Maximum Scratch Memory Used 2152576 Words 8.211 MB I I.

I CP Time (sec) - 2.403 Time - 13:27:21 I Elapsed Time (sec) - 21.000 Date - 03/07/2003 1 I- .

Page G17

Automated Engineering Services Corp. NO. Hi OF H46 Calculation Sheet .REVISION NUMBER: 0 CLIENT: Nuclear Management Company DATE: 03/07/03 PROJECT: Monticello Nuclear Generating Plant PREPARED:M Of

SUBJECT:

EDG Exhaust Evals CHECKED: J 1,,$

SAFETY RELATED YES RX NO [I CALC. NO.:

MN03-P022637-100 Attachment H NPLATE Analysis for DGEH-2, -3, -5, -6 Baseplates Form 3.1-3 Rev. I

Automated Engineering Services NO. H2 l OF H46 Calculation Sheet REVISION NUMBER: 0 CLIENT: Nuclear Management Company DATE: 03/07/03 PROJECT: Monticello Nuclear Generating Plant

- - . - - - - - I PREPARED:

SUBJECT:

EDG Exhaust Evals -

SAFETY RELATED YES I3 NO []

I.CHECKED: J.4-CALC NO.:

MN03-P022637-.100 MNO3-P022637-100 121 122 123 124 125 126 127 128 129 130 127 12 131 132 109 -

120 97 I inA 65 96 73 84 61 I

-- I I1- . I I _ (I 72 49 I _____

60 37

_ _ _ 48 Il 25 ri 36 13

_~ . 24 1 2 3 4 5 6 7 8 9 10 11 12 rorm J.1-3 Rev.

- ***** Pacific Nuclear * **

fr *

- NPLATE v. 1.1.0 **

- Supports DGEH-2, 3, 5, 6 **

CLIENT - Nuclear Management Company **

PROJECT NAME - Monticello Nuclear Generating Plant **

- JOB NUMBER -**

- FILENUMBER - MN03-P022637-lo0 RUN NUMBER - NEC-3E68DBF3 **

- RUN DATE - FRI MAR 07 12:50:43 2003 **

fr* *

- PREPARED BY/DATE: **

Scott Tradup

- CHECKED BY/DATE: -t fLA as **

Joe Attwood 1* **

NPLATE DIRECTORY : C:\NPLATE\

CURRENT DIRECTORY-: C:\NPLATE INPUT FILE : C:\NPLATE\H2.NPL P J O 1 PAGE OF 14 Vt

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H004 of H046 NPLT.A v.- 1.-1. n PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 PROBLEM SIZE :

Number of Nodes - 132 Number of Plate Elements - 110 Number of Bolts - 4 Number of Bolt Types - 1 Number of Column Segments - 13 Number of Stiffener Types = 0 Number of Stiffeners - 0 Number of Beam Types - 0 Number of Beams - 0 Number of Boundary types - 0 Number of Weld thickness - 0 Number of Weld Segments - 0 Number of Fixed joints - 0 Number of Applied Loads - 6 Number of Applied Inloads - 0 Number of Loading Cases - 6 Number of Equations - 396 Half-Bandwidth of System - 42 STEEL PROPERTIES Young's Modulus - 29000.0000 ksi Poisson's Ratio - 0.3000 CONCRETE PROPERTIES :

Young's Modulus - 3122.0000 ksi Poisson's Ratio 0 .1500 BASEPLATE DATA :

Base Plate thickness _ 0.3750 in Allowable Bending Stress 50.7650 ksi Concrete Mat Stiffness - 373.5511 k/in"3 Baseplate Aspect Ratio - 1.0000 Max. El. Aspect Ratio 2.0000 for el. 24 Additional pages before page 1 - 3

- - Pacific Nuclear *

- - - - **** ***** *I*** **** **

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H005 of H046 NPLATE v. 1.1.0 PROJECT Monticello Nuclear Generating Plant CLIENT Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 NODAL COORDINATES : (UNITS: INCHES)

NODE -X- -Y- I NODE -X- -Y-1 0.000000 0.000000 1 67 5.000000 4.500000 2 1.000000 0.000000 1 68 6.000000 4.500000 3 1.500000 0.000000 l 69 6.-750000 4.500000 4 2.250000 0.000000 I 70 7.500000 4.500000 5 3.000000 0.000000 1 71 8.250000 4.500000 6 4.000000 0.000000 1 72 9.000000 4.500000 7 5.000000 0.000000 1 73 0.000000 5.500000 8 6.000000 0.000000 . 74 1.000000 5.500000 9 6.750000 0.000000 1 75 1.500000 5.500000 10 7.500000 0.000000 1 76 2.250000 5.500000 11 8.250000 0.000000 1 77 3.000000 5.500000 12 9.000000 0.000000 1 78 4.000000 5.500000 13 0.000000 0.750000 1 79 5.000000 5.500000 14 1.000000 0.750000 I 80 6.000000 5.500000 15 1.500000 0.750000 1 81 6.750000 5.500000 16 2.250000 0.750000 1 82 7.500000 5.500000 17 3.000000 0.750000 1 83 8.250000 5.500000 18 4.000000 0.750000 1 84 9.000000 5.500000 19 5.000000 0.750000 1 85 0.000000 6.500000 20 6.000000 0.750000 1 86 1.000000 6.500000 21 6.750000 0.750000 I 87 1.500000 6.500000 22 7.500000 0.750000 1 88 2.250000 6.500000 23 8.250000 0.750000 1 89 3.000000 6.500000 24 9.000000 0.750000 1 90 4.000000 6.500000 25 0.000000 1.500000 1 91 5.000000 6.500000 26 1.000000 i.500000 1 92 6.000000 6.500000 27 1.500000 1.500000 1 93 6.750000 6.500000 28 2.250000 1.500000 1 94 7.500000 6.500000 29 3.000000 1.500000 1 95 8.250000 6.500000 30 4.000000 1.500000 1 96 9.000000 6.500000 31 5.000000 1.500000 1 97 0.000000 7.500000 32 6.000000 1.500000 1 98 1.000000 7.500000 33 6.750000 1.500000 1 99 1.500000 7.500000 34 7.500000 1.500000 1 100 2.250000 7.500000 35 8.250000 1.500000 1 101 3.000000 7.500000 36 9.000000 1.500000 1 102 4.000000 7.500000 37 0.000000 2.500000 1 103 5.000000 7.500000 38 1.000000 2.500000 1 104 6.000000 7.500000 39 1.50000Q 2.500000 1 105 6.750000 7.500000

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H006 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 NODAL_________COORDINATES______________________U____ITS:_______INC______ES____

NODAL COORDINATES : (UNITS: INCHES)

NODE -X- 2 y0 I NODE -X-I 5y0 40 2.250000 2.500000 1 106 7.500000 7.500000 41 3.000000 2.500000 107 8.250000 7.500000 42 4.000000 2.500000 108 9.'000000 7.500000 43 5.000000 2.500000 109 0.000000 8.250000 44 6.000000 2.500000 110 1.000000 8.250000 45 6.750000 2.500000 111 1.500000 8.250000 46 7.500000 2.500000 112 2.250000 8.250000 47 8.250000 2.500000 113 3.000000 8.250000 48 9.000000 2.500000 114 4.000000 8.250000 49 0.000000 3.500000 115 5.000000 8.250000 SO 1.000000 3.500000 116 6.000000 8.250000 51 1.500000 3.500000 117 6.750000 8.250000 52 2.250000 3.500000 118 7.500000 8.250000 53 3.000000 3.500000 119 8.250000 8.250000 54 4.000000 3.500000 120 9.000000 8.250000 55 5.000000 3.500000 121 0.000000 9.000000 56 6.000000 3.500000 122 *1.000000 9.00000D 57 6.750000 3.500000 123 1.500000 9.000000 58 7.500000 3.500000 124 2.250000 9.000000 59 8.250000 3.500000 125 3.000000 9.000000 60 9.000000 3.500000 126 4.000000 9.000000 61 0.000000 4.500000 127 5.000000 9.000000 62 1.000000 4.500000 128 6.000000 9.000000 63 1.500000 4.500000 129 6.750000 9.000000 64 2.250000 4.500000 130 7.500000 9.000000 65 3.000000 4.500000 131 8.250000 9.000000 66 4.000000 4.500000 132 9.000000 9.000000 PLATE CONNECTIVITY :

PLATE NODE1 NODE2 NODE3 NODE4 I PLATE NODEl NODE2 NODE3 NODE4 1 1 13 2 14 1 56 61 73 62 74 2 2 14 3 15 1 57 62 74 63 75 3 3 15 4 16 I 58 63 75 64 76 4 4 16 5 17 1 59 64 76 65 77 5 5 17 6 18 1 60 65 77 66 78 6 6 18 7 19 1 61 66 78 67 79

- - Pacific Nuclear

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H007 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 PLATE CONNECTIVITY PLATE NODEl NODE2 NODE3 NODE4 I PLATE NODEl NODE2 NODE3 NODE4 7 7 19 8 20 1 62 67 79 68 80 8 8 20 9 21 1 63 68 80 69 81 9 9. 21 10 22 1 64 69 81 70 82 10 10 22 11 23 1 65 70 82 71 83 11 11 23 12 24 1 '66 71 83 72 84 12 13 25 14 26 1 67 73 85 74 86 13 14 26 15 -27 168 74 86 75 87 14 15 27 16 28 1 69 75 87 76 88 15 16 28 17 29 1 70 76 88 77 89 16 17 29 18 30 1 71 77 89 78 90 17 18 30 19 31 1 72 78 90 79 91 18 19 31 20 32 1 73 79 91 80 92 19 20 32 21 33 1 74 80 92 81 93 20 21 33 22 34 1 75 81 93 82 94 21 22 34 23 35 1 76 82 94 83 95 22 23 35 24 36 1 77 83 95 84 - 96 23 25 37 26 38 78 85 97 86 98.

24 26 38 27 39 1 79 86 98 87 99 25 27 39 28 40 1 80 87 99 88 100 26 28 40 29 41 1 81 88 100 89 101 27 29 41 30 42 182 89 101 90 102 28 30 42. 31. 43 183 90 102 91 103 29 31 43 32 44 1 84 91 103 92 104 30 32 44 33 45 1 85 92 104 93 105 31 33 45 34 46 1 86 93 105 94 106 32 34 46 35 47 1 87 94 106 95 107 33 35 47 36 48 1 88 95 107 96 108 34 37 49 38 50 889 97 109 98 110 35 38 50 39 51 1 90 98 110 99 1ll 36 39 -51 40 52 1 91 99 111 100 112 37 40 52 41 53 1 92 100 112 101 '113 38 41 53 42 54 1 93 101 113 102 114 39 42 54 43 55 1 94 102 114 103 115 40 43 55 44 56 1 95 103 115 104 116 41 44 56 45 57 1 96 104 116 105 117 42 45 57 46 58 I 97 105 117 106 118 43 46 58 47 59 1 98 106 118 107 119 44 47 59 48 60 I 99 107 119 108 120 45 49 61 50 62 1 100 109 121 110 122

Pacific Nuclear **

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H008 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 PLATE CONNECTIVITY PLATE NODEl NODE2 NODE3 NODE4 I PLATE NODEl NODE2 NODE3 NODE4 46 50 62 51 63 1 101 110 122 111 123 47 51 63 52 64 1 102 111 123 112 124 48 52 64 53 65 1 103 112 124 113 125 49 53 65 54 66 1 104 113 125 114 126 50 54 66 55 67 1 105 114 126 115 127 51 55 67 56 68 1 106 115 127 116 128 52 56 68 57 69 I 107 116 128 117 129 53 57 69 58 70 1 108 117 129 118 130 54 58 70 59 71 1 109 118 130 119 131 55 59 71 60 72 1 110 119 131 120 132 BOLT PROPERTIES BOLT TYPE - 1 Bolt Diameter - 0.6250 in Cross Section - 0.3068 in12 Axial Stiffness - 300.0000 k/in Allowable Tension - 5.0140 k Allowable Shear - 5.1000 kI BOLT LOCATIONS BOLT TYPE NODE 1 1 34 2 1 106 3 1 99 4 1 27 COLUMN SEGMENTS NO. FROM TO 1 -86 74 2 74 62 3 62 50 4 50 38 -

Pacific Nuclear ***

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H009 of H046 PROJECT : Monticello Nuclear Generating Plant NPLATE v. 1.1.0 CLIENT : Nuclear Management Company *MN03-P022637-100 Supports DGEH-2, 3, 5, 6 COLUMN SEGMENTS NO. FROM TO 5 67 66 6 66 65 7 65 64 8 64 63 9 63 62 10 91 79 11 79 67 12 67 55 13 55 43

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H010 of H046 NPL.ATEv.-1.-il. n PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, .6 SUPPORT DGEH-2, NODE 42, EAST-WEST POINT_______________________________________

LOADS---(UNITS:---P--AND----_ ____

POINT LOADS : (UNITS: KIPS AND IN-KIPS)

NODE P Fx Fy Mx My T 65 -8.182 +1.959 +0.000 +0.000 -7.565 +0.000 EQUILIBRIUM CHECK : (UNITS: KIPS AND IN-KIPS)

NODE -P- -Mx- -My- I NODE -Mx- -My-65 -8.182E+00 -5.270E-17 -7.565E+00 I NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- I NODE -W- -THETAx- -THETAy-1 +4.574E-04 -5.952E-04 -3.497E-05 I 67 -3.495E-04 +1.377E-17 -3.201E-04 2 +5.001E-04 -5.789E-04 -4.970E-05 I 68 -7.559E-05 +9.436E-18 -2.135E-04 3 +5.224E-04 -5.429E-04 -3.888E-05 I 69 +5.001E-05 +5.351E-18 -1.314E-04 4 +5.380E-04 -4.651E-04 +3.316E-06 I 70 +1.323E-04 +2.104E-18 -9.360E-05 5 +5.095E-04 -3.871E-04 +7.311E-05 I 71 +1.968E-04 -3.155E-19 -8. 166E-05 6 +3.989E-04 -3.031E-04 +1.366E-04 I 72 +2.584E-04 -1.600E-18 -8.429E-05 7 +2.664E-04 -2.236E-04 +1.179E-04 73 -9.481E-04 -2.878E-06 +4.426E-04 8 +1.769E-04 -1.397E-04 +6.047E-05 74 -1.218E-03 +5.519E-05 -7.516E-05 9 +1.471E-04 -8. 615E-05 +2.095E-05 75 -1.101E-03 +1.452E-04 -3.398E-04 10 +1.429E-04 -4.980E-05 -8.436E-06 76 -8.314E-04 +3.749E-04 -3.323E-04 11 +1.578E-04 -2.749E-05 -2.964E-05 77 -6.318E-04 +4.362E-04 -1. 985E-04 12 +1.841E-04 -1. 666E-05 -3.717E-05 78 -4.964E-04 +2.336E-04 -8.778E-05 13 +6.588E-06 -6.062E-04 -2. 111E-05 79 -3.393E-04 +1.756E-05 -3.159E-04 14 +5.661E-05 -6.209E-04 -8.832E-05 80 -7.991E-05 -9.855E-06 -1. 982E-04 15 +1.109E-04 -5.640E-04 -1.203E-04 81 +3.945E-05 -1.890E-05 -1. 266E-04 16 +1.954E-04 -4.486E-04 -9.012E-05 82 +1.194E-04 -2.348E-05 -9.157E-05 17 +2.297E-04 -3.542E-04 +3.488E-06 83 +1.826E-04 -2.655E-05 -7.976E-05 18 +1.739E-04 -2. 963E-04 +8.737E-05 84 +2.422E-04 -3.015E-05 -8. 067E-05 19 +9.374E-05 -2.390E-04 +5.385E-05 85 -8.562E-04 +3.207E-04 +4.410E-04 20 +6.987E-05 -1.412E-04 -6.014E-06 86 -1.151E-03 +7.400E-05 -7.667E-05 21 +8.245E-05 -8. 064E-05 -2.467E-05 87 -9.305E-04 +3.529E-04 -6.148E-04 22 +1.058E-04 -4.555E-05 -3.764E-05 88 -5.051E-04 +3.269E-04 -4.565E-04 23 +1.382E-04 -2.112E-05 -4.724E-05 89 -2.844E-04 +2.800E-04 -1. 443E-04 24 +1.739E-04 -7.052E-06 -4.655E-05 90 -2.897E-04 +2.245E-04 +1.228E-04 25 -4.459E-04 -5. 693E-04 +9.176E-05 91 -3.177E-04 +2.371E-05 -3.132E-04 26 -4.619E-04 -8. 077E-04 *-l.658E-04 92 -8.067E-05 +3.206E-05 -1.769E-04 27 -3.456E-04 -6.731E-04 -2.862E-04 93 +2.231E-05 -1.104E-05 -1. 086E-04 28 -1.330E-04 -4.187E-04 -2.419E-04 94 +9.251E-05 -2.539E-05 -8.289E-05

- - - - Pacific Nuclear ****

SreF******** ** *** ** * ***

NEC-3E68DBF3- FRI MAR 07 12:50:43 2003 PAGE H011 of H046 1DTnTA lMV .. -1 t1 A PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 42, EAST-WEST NODAL DISPLACEMENTS': (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy-. I NODE -THETAx- -THETAy-29 -1.484E-05 -2.935E-04 -6.597E-05 1 +1.510E-04 95 -3.144E-05 -7.462E-05 30 -4.297E-05 -2.773E-04 +8.396E-05 96 +2.056E-04 -3.762E-05 -7.125E-05 31 -9.671E-05 -2.783E-04 +1. 660E-05 1 -4. 459E-04 97 +5.693E-04 *+9.176E-05 32 -2.607E-05 -1.024E-04 -9.239E-05 1 98 -4. 619E-04 +8.077E-04 -1.658E-04 33 +3.486E-05 -4.124E-05 -6.885E-05 -3.456E-04 1 99 +6.731E-04 -2.862E-04 34 +8.150E-05 -1.318E-05 -6.25BE-05 -1.330E-04 +4.187E-04 -2.419E-04 1 100 35 +1.308E-04 +3.841E-06 -6.509E-05 -1. 484E-05 +2.935E-04 -6.597E-05 1 101 36 +1.769E-04 +1.557E-05 -5.BOBE-05 I 102 -4.297E-05 +2.773E-04 +8.396E-05 37 -8.562E-04 -3.207E-04 +4. 410E-04 1 103 -9. 671E-05 +2.783E-04 +1.660E-05 38 -1.151E-03 -7.400E-05 -7. 667E-05 1 104 -2. 607E-05 +1.024E-04 -9.239E-05 39 -9.305E-04 -3.529E-04 -6.148E-04 1 105 +3. 486E-05 +4.124E-05 -6.885E-05 40 -5.051E-04 -3.269E-04 -4.565E-04 +8.150E-05 +1.318E-05 -6.258E-05 1 106 41 -2.844E-04 -2.800E-04 -1.443E-04 +1. 308E-04 -3.841E-06 -6.509E-05 1 107 42 -2.897E-04 -2.245E-04 +1.22BE-04 I 108 +1. 769E-04 -1.557E-05 -5.808E-05 43 -3.177E-04 -2.371E-05 -3.132E-04 1 109 +6. 588E-06 +6.062E-04 -2.111E-05 44 -8.067E-05 -3.206E-05 -1.769E-04 45 +2.231E-05 1 110 +5. 661E-05 +6.209E-04 -8.832E-05

+1.104E-05 -1. 086E-04 1 111 +1.109E-04 +5.640E-04 -1.203E-04 46 +9.251E-05 +2.539E-05 -8.2B9E-05 1 112 +1.954E-04 +4.486E-04 -9.012E-05 47 +1.510E-04 +3.144E-05 -7.4 62E-05 113 +2.297E-04 +3.542E-04 +3.488E-06 48 +2.056E-04 +3.762E-05 -7.125E-05 I 114 +1. 739E-04 +2.963E-04 +8.737E-05 49 -9.481E-04 +2.878E-06 +4.426E-04 1 115 +9.374E-05 +2.390E-04 +5.385E-05 50 -1.218E-03 -5.519E-05 -7.516E-05 1 116' +6.987E-05 +1.412E-04 -6.014E-06 51 -1.101E-03 -1.452E-04 -3.398E-04 117 +8. 245E-05 +8.064E-05 -2.467E-05 52 -8.314E-04 -3.740E-04 -3.323E-04 1 118 +1.058E-04 +4.555E-05 -3.764E-05 53 -6.318E-04 -4.362E-04 -1. 985E-04 +1.382E-04 +2.112E-05 -4.724E-05 1 119 54 -4.964E-04 -2.336E-04 -8.778E-05 120 +1.739E-04 +7.052E-06 -4.655E-05 55 -3.393E-04 -1. 756E-05 -3.159E-04 121 +4.574E-04 +5.952E-04 -3.497E-05 56 -7.991E-05 +9.855E-06 -1.982E-04 122 +5.001E-04 +5.789E-04 -4.970E-05 57 +3.945E-05 +1. 890E-05 -1.266E-04 123 +5.224E-04 +5.429E-04 -3.888E-05 58 +1.194E-04 +2.348E-05 -9.157E-05 124 +5.380E-04 +4.651E-04 +3.316E-06 59 +1.826E-04 +2. 655E-05 -7.976E-05 125 +5.095E-04 +3.871E-04 +7.311E-05 60 +2.422E-04 +3.015E-05 -8. 067E-05 I 126 +3.989E-04 +3.031E-04 +1.366E-04 61 -9.429E-04 +1.518E-17 +4.960E-04 I 127 +2.664E-04 +2.236E-04 +1.179E-04 62 -1.250E-03 +1.620E-17 -7.400E-05 I 128 +1. 769E-04 +1.397E-04 +6.047E-05 63 -1.212E-03 +1.558E-17 -8. 608E-05 I 129 +1. 471E-04 +8.615E-05 +2.095E-05 64 -1.128E-03 +1.520E-17 -1.517E-04 I 130 +1.429E-04 +4.980E-05 -8.436E-06 65 -9.725E-04 +1.474E-17 -2.795E-04 I 131 +1.578E-04 +2.749E-05 -2.964E-OS

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NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE R012 of H046 MPTILIPW v 1 1 n PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 42, EAST-WEST NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

J NODE -W- -THETAx- -THETAy- I NODE -W- -THETAx- -THETAy-66 -6.707E-04 +1.423E-17 -3.164E-04 I 132 +1.841E-04 +1.666E-05 -3.717E-05 PLATE ELEMENT STRESSES :

+S1 -S2 +S2 -S1 El. _Mx- -My- -Mxy- TOP BOT TOP BOT 1 +4.2537E-03 -3.2257E-03 -7.3215E-04 +1.4066E-01 -1.8452E-01 2 +1.1923E-03 -5.0025E-03 -8.5876E-03 +4.7079E-01 -3,0823E-01 3 -6.8837E-03 -2.4572E-03 -1.2043E-02 +7.2170E-01 -3.2316E-01 4 -1.3871E-02 +4.0454E-05 -1.0983E-02 +8.4974E-01 -2.5964E-01 5 -9.2050E-03 +6.1921E-04 -7.5520E-03 +5.6755E-01 -2.0122E-01

.6 +3.4197E-03 +3.0086E-04 -7.2775E-03 +2.3819E-01 -3.9693E-01 7 +7.7389E-03 +8.8926E-04 -8.8427E-03 +2.2053E-01 -5.8867E-01 8 +5.5454E-03 +2.0065E-03 -7.4071E-03 +1. 6382E-01 -4.8604E-01 9 +4.2270E-03 +2.0973E-03 -4.7729E-03 +7.3732E-02 -3.4357E-01 10 +3.1733E-03 +1.8536E-03 -3.0545E-03 +2.6091E-02 -2.4057E-01 11 +l.0857E-03 +1.6829E-03 -1.7469E-03 +1.6553E-02 -1.3468E-01 12 +1.8540E-02 -7.1745E-03 +6.0857E-03 +3.6446E-01 -8.4941E-01 13 +1.3045E-02 -2.1229E-02 -1.8455E-02 +1.2491E+00 -8.9994E-01 14 -9.1650E-03 -9.4778E-03 -2.2592E-02 +1.3617E+00 -5.6624E-01 15 -2.2626E-02 +9.1439E-04 -1.4199E-02 +1.2501E+00 -3.2374E-01 16 -1.4140E-02 +2.5267E-03 -4.7847E-03 +6.5775E-01 -1. 6224E-01 17 +6.4920E-03 +2.1366E-04 -1.9586E-03 +1.4815E-02 -3.0092E-01 18 +1.1808E-02 +3.4940E-03 -9.1380E-03 +1.0190E-01 -7.5477E-01 19 +1.7338E-03 +7.1624E-03 -8.0656E-03 +1.7331E-01 -5.5288E-01 20 +2.6351E-03 +6.8882E-03 -4.5773E-03 +1.2181E-02 -4.1851E-01 21 +2.7374E-03 +5.6921E-03 -2.5615E-03 -5.3665E-02 -3.0599E-01 22 +6.1354E-04 +4.2266E-03 -1.7982E-03 +5.4988E-03 -2.1201E-01 23 +7.4917E-02 +8.5062E-02 -6.2120E-03 -3.0707E+00 -3.7551E+00 24 +1.1437E-01 +1.0146E-01 +2.2769E-02 -3.5947E+00 -5.6141E+00 25 -1.0263E-02 +2.3175E-02 -1.7153E-02 +7.4653E-01 -1.2975E+00 26 -4.3357E-02 -6.3013E-03 -1.2204E-02 +2.0060E+00 +1.1278E-01 27 -2.7811E-02 -4.1219E-03 -3.2133E-03 +1.2049E+00 +1.5760E-01 28 +4.1704E-02 +3.2101E-02 -2.1531E-02 -6.3330E-01 -2.5157E+00 29 +4.9152E-03 +2.2184E-02 -1.2208E-02 +5.9864E-02 -1.2161E+00 30 -6.0009E-03 +6.0157E-03 -7.4104E-03 +4.0673E-01 -4.0736E-01 31 -1.0760E-03 +5.4660E-03 -2.6359E-03 +8.5585E-02 -2.7289E-01

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NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE 1013 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 42, EAST-WEST PLATE ELEMENT STRESSES :

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 32 +8.5271E-04 +4.4722E-03 -1.7712E-03 -5.5544E-03 -2.2164E-01 33 +7.4518E-05 +3.1862E-03 -1.1798E-03 +1.3748E-02 -1.5287E-01 34 +7.9696E-02 +4.5728E-02 -6.7223E-03 -1.8964E+00 -3.4551E+00 35 +1.1719E-01 +4.9589E-02 +2.9564E-02 -1.6419E+00 -5.4738E+00 36 -1.2134E-02 +6.5365E-03 +1.2511E-02 +7.8542E-01 -5.4662E-01 37 -4.5922E-02 -2.6785E-02 +1.6276E-03 +1.9652E+00 +1.1370E+00 38 -2.9927E-02 -1.9507E-02 -1.1834E-02 +1.6063E+00 +5.0290E-01 39 +4.6442E-02 +1.3746E-02 -1.2743E-02 -3.9964E-01 -2.1684E+00 40 -1.6776E-02 -1.9704E-03 +8.1546E-05 +7.158OE-01 +8. 4050E-02 41 -1.2016E-02 -4.3331E-04 -3.1937E-03 +5.4776E-01 -1.6595E-02 42 -5.5479E-03 -1.2856E-03 -1.2695E-03 +2.5162E-01 +3.9941E-02 43 -2.0176E-03 -1.0387E-03 -6.6249E-04 +1.0035E-01 +3.0059E-02 44 -4.8858E-04 -9.3433E-04 -6.9166E-04 +6.1361E-02 -6.4965E-04 45 +7.7262E-02 +2.6512E-02 +1.8637E-03 -1.1283E+00 -3.2994E+00 46 +4.2962E-02 +2.5659E-02 +5.7712E-03 -1.0202E+00 -1.9077E+00 47 +1.6346E-02 +3.8044E-02 +1.2051E-02 -4.6847E-01 -1.8522E+00 48 +1.6478E-02 +5.6627E-02 +3.1618E-03 -6.9252E-01 -2.4266E+00 49 +8.9057E-03 +4.5351E-02 -8.7946E-03 -2.9416E-01 -2.0208E+00 50 +2.1512E-02 +2.2456E-02 -5.9089E-03 -6.8507E-01 -1.1909E+00 51 -1.5550E-02 -4.1744E-03 -8.7957E-04 +6.6637E-01 +1. 7522E-Oi 52 -1.4949E-02 -6.3166E-03 -7.5612E-04 +6.4062E-01 +2.6671E-01 53 -7.6915E-03 -5.0075E-03 -3.3168E-04 +3.2989E-01 +2.1193E-01 54 -3.2681E-03 -4.1683E-03 -2.1311E-04 +1.7989E-01 +1.3740E-01 55 -8.6038E-04 -3.8710E-03 -2.5181E-04 +1.6606E-01 +3.5817E-02 56 +7.7262E-02 +2.6512E-02 -1.8637E-03 -1.1283E+00 -3.2994E+00 57 +4.2962E-02 +2.5659E-02 -5.7712E-03 -1.0202E+00 -1.9077E+00 58 +1.6346E-02 +3.8044E-02 -1.2051E-02 -4.6847E-01 -1.8522E+00 59 +1.6478E-02 +5.6627E-02 -3.1618E-03 -6.9252E-01 -2.4266E+00 60 +8. 9057E-03 +4.5351E-02 +8.7946E-03 -2.9416E-01 -2.0208E+00 61 +2.1512E-02 +2.2456E-02 +5.9089E-03 -6.8507E-01 -1.1909E+00 62 -1.5550E-02 -4.1744E-03 +8.7957E-04 +6.6637E-01 +1.7522E-01 63 -1.4949E-02 -6.3166E-03 +7.5612E-04 +6.4062E-01 +2.6671E-01 64 -7.6915E-03 -5.0075E-03 +3.3168E-04 +3.2989E-01 +2.1193E-01 65 -3.2681E-03 -4.1683E-03 +2.1311E-04 +1.7989E-01 +1.3740E-01 66 -8.6038E-04 -3.8710E-03 +2.5181E-04 +1.6606E-01 +3.5817E-02 67 +7.9696E-02 +4.5728E-02 +6.7223E-03 -1.8964E+00 -3.4551E+00 68 +1.1719E-01 +4.9589E-02 -2.9564E-02 -1.6419E+00 -5.4738E+00 69 -1.2134E-02 +6.5365E-03 -1.2511E-02 +7.8542E-01 -5.4662E-01

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H014 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 42, EAST-WEST PLATE ELEMENT STRESSES :

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 70 -4.5922E-02 -2.6785E-02 -1.6276E-03 +1.9652E+00 +1.1370E+00 71 -2.9927E-02 -1.9507E-02 +1.1834E-02 +1.6063E+00 +5.0290E-01 72 +4.6442E-02 +1.3746E-02 +1.2743E-02 -3.9964E-01 -2.1684E+00 73 -1.6776E-02 -1.9704E-03 -8.1546E-05 +7.150OE-01 +8.4050E-02 74 -1.2016E-02 -4.3331E-04 +3.1937E-03 +5.4776E-01 -1.6595E-02 75 -5.5479E-03 -1.2856E-03 +1.2695E-03 +2.5162E-01 +3.9941E-02 76 -2.0176E-03 -1.0387E-03 +6.6249E-04 +1.0035E-01 +3.0059E-02 77 -4.8858E-04 -9.3433E-04 +6.9166E-04 +6.1361E-02 -6.4965E-04 78 +7.4917E-02 +8.5062E-02 +6.2120E-03 -3.0707E+00 -3.7551E+00 79 +1.1437E-01 +1.0146E-01 -2.2769E-02 *-3.5947E+00 -5.6141E+00 80 -1.0263E-02 +2.3175E-02 +1.7153E-02 +7.4653E-01 -1.2975E+00 81 -4.3357E-02 -6.3013E-03 +1.2204E-02 +2.0060E+00 +1.1278E-01 82 -2.7811E-02 -4.1219E-03 +3.2133E-03 +1.2049E+00 +1.5760E-01 83 +4.1704E-02 +3.2101E-02 +2.1531E-02 -6.3330E-01 -2.5157E+00 84 +4.9152E-03 +2.2184E-02 +1.2208E-02 +5.9864E-02 -1.2161E+00 85 -6.0009E-03 +6.0157E-03 +7.4104E-03 +4.0673E-01 -4.0736E-01 86 -1.0760E-03 +5.4660E-03 +2.6359E-03 +8.5585E-02 -2.7289E-01 87 +8.5271E-04 +4.4722E-03 +1.7712E-03 -5.5544E-03 -2.2164E-01 88 +7.4518E-05 +3.1862E-03 +1.1798E-03 +1.3748E-02 -1.5287E-01 89 +1.8540E-02 -7.1745E-03 -6.0857E-03 +3.6446E-01 -8.4941E-01 90 +1.3045E-02 -2.1229E-02 +1.8455E-02 +1.2491E+00 -B.9994E-01 91 -9.1650E-03 -9.4778E-03 +2.2592E-02 +1.3617E+00 -5.6624E-01 92 -2.2626E-02 +9.1439E-04 +1.4199E-02 +1.2501E+00 -3.2374E-01 93 -1.4140E-02 +2.5267E-03 +4.7847E-03 +6.5775E-01 -1.6224E-01 94 +6.4920E-03 +2.1366E-04 +1.9586E-03 +1.4815E-02 -3.0092E-01 95 +1.1808E-02 +3.4940E-03 +9.1380E-03 +1.0190E-01 -7.5477E-01 96 +1.7338E-03 +7.1624E-03 +8.0656E-03 +1.7331E-01 -5.5288E-01 97 +2.6351E-03 +6.8882E-03 +4.5773E-03 +1.2181E-02 -4.1851E-01 98 +2.7374E-03 +5.6921E-03 +2.5615E-03 -5.3665E-02 -3.0599E-01 99 +6.1354E-04 +4.2266E-03 +1.7982E-03 +5.4988E-03 -2.1201E-01 100 +4.2537E-03 -3.2257E-03 +7.3215E-04 +1.4066E-01 -1.8452E-01 101 +1.1923E-03 -5.0025E-03 +8.5876E-03 +4.7079E-01 -3.0823E-01 102 -6.8837E-03 -2.4572E-03 +1.2043E-02 +7.2170E-01 -3.2316E-01 103 -1.3871E-02 +4.0454E-05 +1.0983E-02 +8.4974E-01 -2.5964E-01 104 -9.2050E-03 +6.1921E-04 +7.5520E-03 +5.6755E-01 -2.0122E-01 105 +3.4197E-03 +3.0086E-04 +7.2775E-03 +2.3819E-01 -3.9693E-01 106 +7.7389E-03 +8.8926E-04 +8.8427E-03 +2.2053E-01 -5.8867E-01 107 +5.5454E-03 +2.0065E-03 +7.4071E-03 +1.6382E-01 -4.8604E-01

- - - - P** *N***e********

- - Pacific Nuclear ***

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H015 of H046 WaTIT E~M t I I

&IcfJ.WrJ. V. .L.+/-.L PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MNO3-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 42, EAST-WEST PLATE ELEMENT STRESSES

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 108 +4.2270E-03 +2.0973E-03 +4.7729E-03 +7.3732E-02 -3.4357E-01 109 +3.1733E-03 +1.8536E-03 +3.0545E-03 +2.6091E-02 -2.4057E-01 110 +1.0857E-03 +1.6829E-03 +1.7469E-03 +1.6553E-02 -1.3468E-01 MAX. BENDING STRESS - +5.614 ksi AT EL. 24. STRESS RATIO - +0.1106.

BOLT TENSION AND SHEAR : (UNITS: KIPS/BOLT)

BOLT TENSION SHEAR INTERACTION 1 +0.024 4 +0. 48 98 0.1009 2 +0.0244 +0.4897 0. 1009 3 -0.1037 +0.4897 0.0960 4 -0.1037 +0. 48 98 0.0960 MAX (+) : +0.0244 +0.4898 0.1009 at bolt 2 INTERACTION - (T/Tallow)**(1.000) + (V/Vallow)**(1.000)

- - - - a******** *****

- - Pacific Nuclear ***

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H016 of H046, NPLATE v- 1.1n.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 42, NORTH POINT LOADS : (UNITS: KIPS AND IN-KIPS)

NODE P Ex Fy Mx My T 65 -1.074 -0.5070 -0.7060 +12.76 -0.1190 +0.000 EQUILIBRIUM CHECK : (UNITS: KIPS AND IN-KIPS)

NODE -P- -Mx- -My- I NODE -Mx- -My-65 -1.074E+00 +1.276E+01 -1.190E-01 NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE *W- -THETAx- -THETAy- I NODE :W- -THETAx- -THETAy-1 +1.886E-04 -6.221E-04 -4.155E-05 1 67 +2.141E-03 +1.496E-03 -7.583E-05 2 +2.370E-04 -5. 919E-04 -5.173E-05 1 68 +1.968E-03 +1.290E-03 +3.871E-04 3 +2.581E-04 -5.473E-04 -3.424E-05 1 69 +1.594E-03 +9.402E-04 +5.880E-04 4 +2.681E-04 -4.665E-04 +1.222E-05 1 70 +1.112E-03 +5.769E-04 +6.813E-04 5 +2.330E-04 -4.134E-04 +8.039E-05 I -71 +5.901E-04 +2.729E-04 +7.021E-04 6 +1.216E-04 -4.042E-04 +1.271E-04 1 72 +6.744E-05 +3.192E-05 +6.886E-04 7 +2.524E-05 -3.856E-04 +5. 616E-05 73 +3.402E-03 +1.554E-03 1 +1.869E-04 8 +1.621E-05 -2.857E-04 -3.323E-05 1 74 +3.297E-03 +1.407E-03 -4.663E-05 9 +4.769E-05 -1.891E-04 -4.383E-05 1 75 +3.361E-03 +1.421E-03 -1.182E-04

- 10 +7.152E-05 ,-1.205E-04 -1.725E-05 1 76 +3.409E-03 +1.285E-03 -5.300E-05 11 +7.358E-05 -8.722E-05 +1;003E-05 1 77 +3.468E-03 +1.269E-03 -1. 082E-04 12 +6.112E-05 -8.115E-05 +2.149E-05 I 78 +3.580E-03 +1.425E-03 -7. 610E-05 13 -2.857E-04 -6.459E-04 -3. 675E-05 I +3.619E-03 79 +1.462E-03 -6.814E-05 14 -2.169E-04 -6.392E-04 -1.070E-04 1 80 +3.213E-03 +1.164E-03 +8.277E-04 15 -1.537E-04 -5.568E-04 -1.343E-04 1 81 +2.458E-03 +7.381E-04 +1.116E-03 16 -6.846E-05 -4.212E-04 -7.550E-05 1 82 +1.606E-03 +3.712E-04 +1. 128E-03 17 -5.878E-05 -3.477E-04 +5.428E-05 1 83 +7.905E-04 +1.050E-04 +1.042E-03 18 -1.827E-04 -4.057E-04 +1.594E-04 1 84 +3.808E-05 -9.150E-05 +9.760E-04 19 -2.870E-04 -4.719E-04 +1.529E-05 1 85 +4.668E-03 +6.189E-04 +7.384E-05 20 -2.050E-04 -3.058E-04 -1.553E-04 1 86 +4.687E-03 +1.381E-03 -4.279E-05 21 -8.606E-05 -1.569E-04 -1.416E-04 1 87 +4.526E-03 +4.817E-04 +4.380E-04 22 -7.441E-06 -7.893E-05 -6.548E-05 I 88 +4.336E-03 +4.840E-04 +3.096E-05 23 +1.580E-05 -5.925E-05 -1. 662E-06 1 89 +4.455E-03 +6.953E-04 -2. 923E-04 24 +4.248E-06 -6.816E-05 +2.533E-05 1 90 +4.809E-03 +8.949E-04 -3.736E-04 25 -7.372E-04 -4. 647E-04 +4.301E-05 1 91 +5.071E-03 +1.446E-03 -6.363E-05 26 -7.298E-04 -7.475E-04 -2.291E-04 1 92 +4.161E-03 +5.709E-04 +1. 455E-03 27 -5.755E-04 -5.589E-04 -3.595E-04 1 93 +2.988E-03 +3.210E-04 +1.620E-03 28 -3.352E-04 -2.547E-04 -2.390E-04 1 94 +1.813E-03 +3.OOOE-05 +1.478E-03

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H017 of H046 MDT.thtr . 1 t1 n PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 42, NORTH NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE :w -W -THETAx- -THETAy- I NODE -W- -THETAx- -THETAy-29 -2.529E-04 -1.439E-04 +3.264E-05 1 95 +7. 925E-04 -8.012E-05 +1.254E-03 30 -4.520E-04 -2.535E-04 +3.235E-04 1 96 -1. 039E-04 -1.675E-04 +1. 169E-03 31 -6.888E-04 -6.047E-04 -1.215E-05 I 97 +4. 919E-03 -3.011E-04 +4.200E-04 32 -4.096E-04 -1.788E-04 -3.899E-04 1 98 +4. 519E-03 -5.859E-04 +5.482E-04 33 -1.579E-04 -7.080E-06 -2.573E-04 1 99 +4. 294E-03 -4.019E-04 +2.OOOE-04 34 -3.008E-05 +2.793E-05 -9.245E-05 1 100 +4. 464E-03 -4.267E-05 -4.686E-04 35 -5.226E-06 +1.025E-05 +1.469E-05 1 101 +4. 871E-03 +2.003E-04 -5. 984E-04 36 -3. 619E-05 -3.933E-05 +5.765E-05 1 102 +5.430E-03 +3.030E-04 -4. 446E-04 37 -7.062E-04 +3.820E-04 +2.631E-04 103 +5. 520E-03 +9.489E-06 +4. 867E-04 38 -9.342E-04 +1.367E-03 -5.581E-05 1 104 +4. 476E-03 +8.994E-05 +1.540E-03 39 -6.993E-04 +5.826E-04 -6.376E-04 1 105 +3. 163E-03 +1.236E-04 +1.885E-03 40 -2.958E-04 +4.229E-04 -3.902E-04 1 106 +1.' 788E-03 +8.269E-05 +1. 645E-03 41 -1. 472E-04 +4.239E-04 -1.569E-05 1 107 +7.: 228E-04 +8.520E-06 +1. 296E-03 42 -3.527E-04 +4.520E-04 +4.423E-04 1 108 -2.. 313E-04 -6.692E-05 +1.267E-03 43 -7.382E-04 +1.407E-03 -7.481E-05 1 109 +4. 557E-03 -5;273E-04 +3.856E-04 44 -2.522E-04 +4. 821E-04 -5.364E-04 1 110 +4.: 212E-03 -3.107E-04 +2.181E-04 45 +2.676E-05 +4.283E-04 -2.334E-04 +4.: 172E-03 -9.959E-05 -9.209E-05 46 +1.163E-04 1 111

+2.825E-04 -1.830E-05 1 112 +4.2443E-03 -1.649E-05 -5.852E-04 47 +7.301E-05 +1.543E-04 +1.198E-04 +4.' 957E-03 +6.281E-O5 -7.217E-04 1 113 48 -4.309E-05 +2.503E-05 +1.756E-04 1 114 +5.'557E-03 +1.053E-04 -3.788E-04 49 +3.290E-04 +1.385E-03 -1.531E-04 1 115 +5. 525E-03 +3.662E-05 +5.033E-04 50 +4.429E-04 +1.396E-03 -5.352E-05 1 116 +4.. 520E-03 +7.745E-05 +1.449E-03 51 +4.470E-04 +1.375E-03 -4.080E-05 1 117 +3., 274E-03 +1.740E-04 +1.792E-03 52 +5.284E-04 +1.172E-03 -1.283E-04 1 118 +1.5947E-03 +2.482E-04 +1. 680E-03 53 +6.011E-04 +1.087E-03 -5.333E-05 1 119 +7.5 )OOE-04 +1.451E-04 +1.424E-03 54 +6.086E-04 +1.279E-03 -9.412E-06 1 120 -2.1.359E-04 +5.140E-05 +1.348E-03 55 +6.789E-04 +1.435E-03 -7.515E-05 1 121 +4.1 179E-03 -4.922E-04 +2.764E-04 56 +7.005E-04 +1.200E-03 -3.322E-06 1 122 +3.95985E-03 -3.330E-04 +2.152E-05 57 +6.737E-04 +8.424E-04 +1.048E-04 1 123 D48E-03 -2.238E-04 -2.743E-04 58 +5.352E-04 +5.317E-04 +2.597E-04 +4.4 114E-03 -7.665E-05 -6.798E-04 1 124 +4. 4197E-03 +5.357E-05

.59 +2.977E-04 +2.811E-04 +3.626E-04 I 125 +4.9S -8.086E-04 60 +7.902E-06 +7.134E-05 +3.989E-04 I 126 +5.6 653E-03 +1.835E-04 -3.906E-04 61 +1.827E-03 +1.560E-03 -3.855E-05 127 +5.6 616E-03 +2.186E-04 +5.134E-04 62 +1.867E-03 +1.459E-03 -5.106E-05 1 128 +4.6 527E-03 +2.151E-04 +1. 410E-03 63 +1.893E-03 +1.518E-03 -5.329E-05 1 129 +3.4 21E-03 +2.147E-04 +1.74OE-03 64 +1.935E-03 +1.607E-03 -6.030E-05 1 130 +2.1 LllE-03 +1.963E-04 +1.704E-03 65 +1.984E-03 +1.697E-03 -7.176E-05 1 131 +9.0 '42E-04 +1.404E-04 +1.507E-03

-***** Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H018 of H046 NPLATE v.- 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGER-2, 3, 5, 6 SUPPORT DGEH-2, NODE 42, NORTH NODAL_____DISPLACEMENTS_____________(UNITS:_____INCHES_______ND___R__DIANS____

NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- I NODE -W- -THETAx- -THETAy-66 +2.062E-03 +1.596E-03 -8.069E-05 I 132 -1.753E-0'4 +9.181E-05 +1.406E-03 PLATE ELEMENT STRESSES :

+Sl -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT

.1 +3.6395E-03 -4.9474E-03 -2.4190E-03 +2.3816E-01 -1.8236E-01 2 -2.1379E-04 -4.8868E-03 -1.1620E-02 +6.1454E-01 -3.9691E-01 3 -8.8245E-03 +3.9292E-04 -1.3293E-02 +7.8017E-01 -4.2042E-01 4 -1.5373E-02 +4.8178E-03 -7.9208E-03 '+7.7268E-01 -3.2231E-01 5 -8.8332E-03 +2.8083E-03 +1.1551E-03 +3.8173E-01 -1.2467E-01 6 +1.2601E-02 -3.6761E-03 +7.3939E-04 +1.5828E-01 -5.3909E-01 7 +1.5229E-02 -4.4651E-03 -1.1789E-02 +4.2575E-01 -8.8502E-01 8 +4.5083E-05 +1.0502E-03 -1.5168E-02 +6.2414E-01 -6.7087E-01

.9 -7.5170E-03 +4.0161E-03 -9.5668E-03 +5.5129E-01 -4.0192E-01 10 -6.5578E-03 +3.9402E-03 -3.6854E-03 +3.2949E-01 -2.1780E-01 11 -2.4428E-03 +2.7476E-03 -1.6908E-04 +1.0446E-01 -1.1747E-01 12 +2.601.2E-02 +1.3996E-02 +2.7318E-03 -5.7192E-01 -1.1351E+00 13 +1.9004E-02 -3.6772E-03 -2.5440E-02 +8.6144E-01 -1.5154E+00 14 -1.2138E-02 +1.0326E-02 -2.7124E-02 +1.2912E+00 -1.2139E+00 15 -2.7108E-02 +2.3324E-02 -1.1486E-02 +1.2630E+00 -1.1015E+00 16 -1.7759E-02 +2.4913E-02 +7.7037E-03 +8.1523E-O1 -1.1205E+00 17 +3.4137E-02 +1.1888E-02 +1.2057E-02 -2.8191E-01 -1.6818E+00 18 +3.8237E-02 +1.0976E-02 -2.0359E-02 -4.5225E-03 -2.0952E+00 19 -5.9190E-03 +2.1737E-02 -2.0719E-02 +7.2537E-01 -1.4003E+00 20 -1.5304E-02 +1.7212E-02 -8.1338E-03 +7.3495E-01 -8.1636E-01 21 -1.1022E-02 +1.1677E-02 -5.4417E-04 +4.7081E-01 -4.9877E-01 22 -3.7774E-03 +7.2201E-03 +3.6213E-03 +2.0748E-01 -3.5437E-01 23 +1.0358E-01 +2.1974E-01 -3.8201E-02 -3.9315E+00 -9.8635E+00 24 +1.6814E-01 +2.5790E-01 +6.9049E-02 -5.5751E+00 -1.2602E+01 25 +3.8628E-03 +1.1707E-01 -9.1640E-03 -1.3337E-01 -5.0266E+00 26 -3.4167E-02 '+6.9108E-02 -8.4130E-03 +1.4868E+00 -2.9776E+00 27 -2.5693E-02 +7.3425E-02 +6.8195E-03 +1.1161E+00 -3.1527E+00 28 +1. 1679E-01 +2.0815E-01 -4.1401E-02 -4.3016E+00 -9.5625E+00 29 +1.1491E-Q1 +2.0475E-01 +3.4463E-02 -4.4038E+00 -9.2352E+00 30 -1.7647E-02 +6.4564E-02 -1.0152E-02 +8.0562E-01 -2.8074E+00 31 -2.0975E-02 +3.7676E-02 +7.0473E-03 +9.3054E-01 -1.6431E+00

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE E019 of H046 NPTEAw v 1 1 n PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 42, NORTH PLATE ELEMENT STRESSES

+Sl -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 32 -1.4525E-02 +2.1043E-02 +9.4163E-03 +7.1954E-01 -9.9765E-01 33 -4.8380E-03 +1.1827E-02 +1.1491E-02 +4.5653E-01 -7.5472E-01 34 +3.7044E-02 +7.6891E-02 -3.5530E-02 -6.9260E-01 -4.1686E+00 35 +9.6943E-02 +8.1397E-02 +6.2998E-02 -1.0963E+00 -6.5129E+00 36 +1 .7443E-02 +1.0344E-01 +2.3691E-02 -4.8421E-01 -4.6.733E+00 37 -1.2307E-02 +8.6265E-02 +6.5875E-03 +5.4378E-01 -3.6993E+00 38 -3.8630E-03 +9.3741E-02 -1.3891E-02 +2.4754E-01 -4.0823E+00 39 +5.8774E-02 +7.2104E-02 -3.1941E-02 -1.3999E+00 -4.1842E+00 40 +4.2977E-02 +6.0467E-02 +3.7390E-02 -5.6843E-01 -3.8451E+00 41 -1.4597E-02 +6.7776E-02 +2.9659E-02 +1.0310E+00 -3.3000E+00 42 -2.0612E-02 +3.6075E-02 +3.0224E-02 +1.4380E+00 -2.0977E+00 43 -1.4601E-02 +1.9579E-02 +2.4898E-02 +1.1823E+00 -1.3947E+00 44 -4.9572E-03 +9.5484E-03 +2.2304E-02 +9.0274E-01 -1.0986E+00 45 -1.0994E-03 +1.4832E-02 +2.9849E-03 +6.9984E-02 -6.5593E-01 46 +2.8597E-03 +1.3991E-02 +2.0656E-05 -1.2201E-01 -5.9695E-01 47 +2.0962E-02 +4.3117E-02 +5.0370E-03 -8.4781E-01 -1.8862E+00 48 +1.6027E-02 +7.1397E-02 -9.5170E-04 -6.8310E-01 -3.0470E+00 49 +1.7036E-02 +6.4217E-02 -1.9960E-03 -7.2325E-01 -2.7435E+00 50 +1.2223E-02 +2.7813E-02 -5.3858E-03 -4.4984E-01 -1.2583E+00 51 -3.4277E-02 -6.6372E-04 +2.1566E-02 +1.9120E+00 -4.2116E-01 52 -2.4913E-02 +4.4651E-03 +4.3753E-02 +2.4054E+00 -1.5330E+00 53 -2.0168E-02 +3.0676E-03 +4.3540E-02 +2.2875E+00 -1.5579E+00 54 -1.0766E-02 -8.6815E-04 +3.6353E-02 +1.8136E+00 -1.3172E+00 55 -3.1262E-03 -3.9726E-03 +2.9866E-02 +1.4259E+00 -1.1230E+00 56 +1.6008E-02 +1.1050E-03 +9.2496E-03 +1.4170E-01 -8.7187E-01 57 +7.2204E-03 -7.2888E-03 -2.7754E-03 +3.3287E-01 -3.2995E-01 58 -1.4210E-02 -3.0883E-02 +1.0336E-03 +1.3204E+00 +6.0358E-01 59 -9.5107E-03 -5.0580E-02 -4.9085E-03 +2.1828E+00 +3.8111E-01 60 -1.4194E-02 -4.2393E-02 -9.3834E-04 +1.8101E+00 +6.0429E-01 61 -5.2071E-03 -1.4634E-02 -3.3494E-04 +6.2489E-01 +2.2166E-01 62 -9.8516E-02 -3.9769E-02 +2.3939E-02 +4.5669E+00 +1.3333E+00 63 -5.2522E-02 -3.6664E-02 +4.8335E-02 +3.9925E+00 -1. 8720E-01 64 -1.8419E-02 -3.1514E-02 +4.7068E-02 +3.0928E+00 -9.6232E-01 65 -1.7777E-03 -2.4346E-02 +3.7429E-02 +2.2253E+00 -1.1107E+00 66 +1.3000E-03 -1.8177E-02 +2.9302E-02 +1.6775E+00 -9.5740E-01 67 +4.3321E-03 -5.9933E-02 -2.3204E-02 +2.8772E+00 -5.0495E-01 68 -7.7585E-02 -8.4786E-02 +7.0029E-02 +6.4558E+00 +4.7206E-01 69 -4.6635E-03 -1.1235E-01 +8.8893E-03 +4.8247E+00 +1.6788E-01

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H020 of H046 NPLATE v. 1.1.0 PROJECT.: Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 42, NORTH

-PLATE ELEMENT STRESSES :

+S1 -S2 +S2 -Sl El. -Mx- -My- -Mxy- TOP BOT TOP BOT 70 +6.4426E-03 -8.5699E-02 -9.7884E-03 +3.7004E+00 -3.1876E-01 71 -1.9746E-02 -7.6277E-02 -1.7306E-02 +3.4626E+00 +6.3439E-01 72 -3.3752E-02 -4.4973E-02 -2.1301E-02 +2.6193E+00 +7.3962E-01 73 -1.8187E-01 -9.3406E-02 +3.9126E-02 +8.3922E+00 +3.3529E+00 74 -6.3467E-02 -8.3410E-02 +4.4855E-02 +5.0939E+00 +1.1729E+00 75 -3.8134E-03 -4.9465E-02 +4.2632E-02 +3.1999E+00 -9.2669E-01 76 +1.7869E-02 -2.8174E-02 +2.5355E-02 +1.6811E+00 -1.2414E+00 77 +8.5944E-03 -1. 4056E-02 +1.9566E-02 +1.0811E+00 -8.4808E-01 78 -6.1454E-02 -2.0239E-01 -1.8593E-02 +8.7382E+00 +2.5192E+00 79 -7.8451E-02 -2.0517E-01 +7.4834E-02 +1.0234E+01 +1.8670E+00 80 +7.0801E-02 -6.8623E-02 -1.2582E-02 +2.9760E+00 -3.0689E+00 81 +2.0832E-02 -5.8852E-02 -3.1613E-02 +2.9811E+00 -1.3589E+00 82 -2.7909E-02 -7.7633E-02 -1.3214E-02 +3.4528E+00 +1.0503E+00 83 -1.2952E-01 -1.6808E-01 -5.9296E-03 +7.2094E+00 +5.4881E+00 84 -2.2034E-01 -1.8826E-01 +5.6853E-02 +1.1237E+01 +6.1963E+00 85 -6.1881E-02 -6.1789E-02 +1.3172E-02 +3.2003E+00 +2.0763E+00 86 +3.2618E-02 +5.6516E-04 +1.6748E-02 +2.8114E-01 -1.6970E+00 87 +5.6502E-02 +2.5956E-02 +1.6480E-02 -8.0041E-01 -2.7178E+00 88 +1.4643E-02 +1.6447E-02 +9.9563E-03 -2.3669E-01 -1.0898E+00 89 +4.1242E-03 +5.3952E-03 -1.3383E-02 *+3.6858E-01 -7.7474E-01 90 +1.0837E-01 +8.1581E-02 -3.0928E-02 -2.6143E+00 -5.4905E+00 91 +1.1766E-01 +6.3209E-02 -3.8165E-02 -1.8583E+00 -5.8588E+00 92 +2.1747E-02 -2.9308E-03 -1.7905E-02 +5.2636E-01 -1.3292E+00 93 -4.4113E-02 -4.1725E-02 -5.5548E-03 +2.0752E+00 +1.5898E+00 94 -1.3175E-01 -5.4014E-02 +7.2354E-03 +5.6499E+00 +2.2761E+00 95 -1.3956E-01 -4.0624E-02 -5.7775E-03 +5.9688E+00 +1.7189E+00 96 -6.3226E-02 -1.5746E-02 -8.8904E-03 +2.7663E+00 +6.0313E-01 97 +3.8943E-02 +3.0026E-02 +2.3489E-03 -1.2563E+00 -1.6864E+00 98 +6.4944E-02 +4.5144E-02 +6.2883E-03 -1.8482E+00 -2.8490E+00 99 +1.6966E-02 +2.6743E-02 +1.2248E-02 -3.6979E-01 -1.4951E+00 100 +2.9937E-02 +1.0070E-02 -1.8696E-02 +4.9839E-02 -1.7568E+00 101 +8.0765E-02 +1.1784E-02 -2.924iE-02 -4.4960E-02 -3.9038E+00 102 +7.8729E-02 +7.9567E-03 -1.6560E-02 -1.8234E-01 -3.5163E+00 103 +2.2834E-02 +9.5439E-04 -1.3590E-02 +2.3688E-01 -1.2518E+00 104 -5.1355E-02 -9.5478E-03 -7.'4728E-03 +2.2464E+00 +3.5210E-01 105 -1.1778E-01 -1.3226E-02 +7.2076E-04 +5.0254E+00 +5.6409E-01 106 -1.2004E-01 -8.8530E-03 -1.5447E-03 +5.1226E+00 +3.7681E-01 107 -5.7838E-02 -2.1996E-03 -5.4133E-03 +2.4900E+00 +7.1585E-02

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H021 of H046 WVT Isn v 1 -1 n PROJECT Monticello Nuclear Generating Plant CLIENT Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 42, NORTH PLATE ELEMENT STRESSES

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 108 +1.3484E-02 +3.0959E-03' -2.3814E-03 -1.0991E-01 -5.9752E-01 109 +4.0730E-02 +7.4137E-03 +8.6393E-03 -2'.2642E-01 -1.8277E+00 110 +1.7452E-02 +8.2708E-03 +9.1343E-03 -1.1257E-01 -9.8493E-01 MAX. BENDING STRESS - +12.6 ksi AT EL. 24. STRESS RATIO - +0.2483.

BOLT TENSION AND SHEAR : (UNITS: KIPS/BOLT)

BOLT TENSION SHEAR INTERACTION 1 -0.0090 +0.1560 0.0306 2 +0.5364 +0.2162 0.1494 3 +1.2881 +0.2791 0.3116 4 -0.1726 +0.2356 0.0462 MAX (+) : +1.2881 +0. 2791 0.3116 at bolt 3 INTERACTION - (T/Tallow)**(1.000) + (V/Vallow)**(1.000)

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H022 of H046 ND I t TDt PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company

__________-___________________________________________________________________ MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 46, EAST-WEST POINT LOADS : (UNITS: KIPS AND IN-KIPS)

NODE P Fx Fy Mx My T 65 +6.212 +7.458 +0.000 +0.000. +9.499 +0.000 EQUILIBRIUM CHECK : (UNITS: KIPS AND IN-KIPS)

NODE -P- -Mx- -My- I NODE -Mx- -My-65 +6.212E+00 -7.478E-15 +9.499E+00 1 NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -THETAx- -THETAy- I NODE -THETAx- -THETAy-1 +8.935E-03 +4.879E-03 +3.667E-03 1 67 +5.611E-03 +9.114E-16 +2.794E-03 2 +5.466E-03 +4.502E-03 +3.048E-03 +3.337E-03 +7.846E-16 1 68 +1.832E-03 3 +4.127E-03 +4.222E-03 +2.297E-03 1 +2.143E-03 +5.694E-16 4 +2.845E-03 +3.793E-03 +1.136E-03 69 +1.385E-03 1 70 +1.225E-03 +3.470E-16 +1.084E-03 5 +2.320E-03 +3.304E-03 +3.706E-04 +4.894E-04 +1.566E-16 1 71 +8.949E-04 6 +2.110E-03 +2.543E-03 +1.851E-04 72 -1.478E-04 +1.513E-18 7 +1.791E-03 +1,808E-03 +4.867E-04 +8.255E-04 1 73 +1.967E-02 +1.554E-04 +3.339E-03 8 +1.155E-03 +1.171E-03 +7.365E-04 74 +1.656E-02 -1.332E-04 9 +5.958E-04 +7.892E-04 +7.160E-04 +2.670E-03 75 +1.527E-02 -1.207E-04 +2.688E-03 10 +1.190E-04 +4.998E-04 +5.430E-04 76 +1.310E-02 -5. 658E-04 11 -2.260E-04 +2.961E-04 +3.995E-04 +2.947E-03 77 +1.095E-02 -6.797E-04 +2.746E-03

.12 -5.075E-04 +1.940E-04 +3.580E-04 I 78 +8.312E-03 -2. 938E-04 +2.613E-03 13 +1.261E-02 +4.951E-03 +3.916E-03 I 79 +5.596E-03 -2.716E-05 +2.783E-03 14 +8.788E-03 +4.455E-03 +3.528E-03 +3.344E-03 +1.057E-05 I 80 +1. 833E-03 15 +7.186E-03 +3.927E-03 +2.790E-03 I 81 +2.129E-03 -4.442E-05 16 +5.604E-03 +3.622E-03 +1.509E-03 +1.418E-03 I 82 +1. 192E-03 -7.612E-05 +1.095E-03 17 +4.757E-03 +3.206E-03 +8.634E-04 I 83 +4.591E-04 -6.556E-05 18 +4.017E-03 +2.519E-03 +7.263E-04 +8.793E-04 1I 84 -1. 603E-04 -2. 628E-05 +7. 970E-04 19 +3.159E-03 +1.818E-03 +1.025E-03 1I 85 +1.918E-02 -2.051E-03 +3.041E-03 20 +2.021E-03 +1.108E-03 +1.199E-03 i 86 +1. 638E-02 -1. 979E-04 +2.682E-03 21 +1.159E-03 +6.949E-04 +1.064E-03 87 +1.451E-02 -2.462E-03 22 +4.625E-04 +4.007E-04 +7.794E-04 +4.145E-03 1 88 +1.169E-02 -2.476E-03 +3.235E-03 23 -1. 937E-05 +2.494E-04 +5.301E-04 1 89 +9.648E-03 -1.968E-03 24 -3.729E-04 +1.522E-04 +4.393E-04 +2.326E-03 1 90 +7.620E-03 -1.286E-03 +1.833E-03 25 +1.622E-02 +4.341E-03 +3.950E-03 1 91 +5.560E-03 -4.186E-05 26 +1.231E-02 +5.128E-03 +4.332E-03 +-2.776E-03 1 92 +3.265E-03 -3.020E-04 +1. 924E-03 27 +1. 026E-02 +4.688E-03 +3.538E-03 1 93 +1.999E-03 -2.34 7E-04 +-1.471E-03 28 +8.359E-03 +3.727E-03 +1.936E-03 1 94 +1.045E-03 -2.398E-04 +-1.083E-03

- - - - Pacific Nuclear ****

- - - ** *** * *** **f* **** * **

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H023 of H046 Il V. .L .L PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 46, EAST-WEST NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- I NOD) -THETAx- -THETAy-29 +7.099E-03 +2.981E-03 +1.437E-03 1 95 +3.471E-04 -1. 601E-04 +8.025E-04 30 +5.827E-03 +2.243E-03 +1.214E-03 1 96 -2.045E-04 -6.207E-05 +7.011E-04 31 +4.467E-03 +1. 636E-03 +1.506E-03 1 97 +1.622E-02 -4.341E-03 +3.950E-03 32 +2.762E-03 +8.109E-04 +1. 669E-03 1 98 +1. 231E-02 -5. 128E-03 +4.332E-03 33 +1.617E-03 +5.164E-04 +1.374E-03 1 99 +1.026E-02 -4.688E-03 +3.538E-03.

34 +7.281E-04 +3.4i2E-04 +9.634E-04 1 100 +8.359E-03 -3.727E-03 +1. 936E-03 35 +1.516E-04 +2.146E-04 +6.345E-04 1 101 +7.099E-03 -2.981E-03 +1.437E-03 36 -2.815E-04 I+9.878E-05 +5.453E-04 1 102 +5.827E-03 -2.243E-03 +1.214E-03 37 +1.918E-02 +2.051E-03 +3.041E-03 1 103 +4.467E-03 -1. 636E-03 +1.506E-03 38 +1.638E-02 +1.979E-04 +2.682E-03 1 104 +2.762E-03 -8.109E-04 +1.669E-03 39 +1.451E-02 +2.462E-03 +4.145E-03 1 105 +1.617E-03 -5.164E-04 +1.374E-03 40 +1.169E-02 +2.476E-03 +3.235E-03 1 106 +7.281E-04 -3. 442E-04 ,+9.634E-04 41 +9.648E-03 +i. 96BE-03 +2.326E-03 1 107 +1.516E-04 -2.146E-04 +6.345E-04 42 +7,620E-03 +1. 286E-03 +1.833E-03 I 108 -2.815E-04 -9.878E-05 +5.453E-04 43 +5.560E-03 +4.186E-05 +2.776E-03 I 109 +1.261E-02 -4. 951E-03 +3.916E-03 44 +3.265E-03 +3.020E-04 +1.924E-03 i110 +8.788E-03 -4.455E-03 +3.528E-03 45 +1.999E-03 +2.347E-04 +1.471E-03 46 +1.045E-03 +2.398E-04 +1.083E-03 1 111 +7.186E-03 -3.927E-03 +2.790E-03 1 112 +5.604E-03 -3.622E-03 +1.509E-03 47 +3.471E-04 +1.601E-04 +8.025E-04 1 113 +4.757E-03 -3.206E-03 +8. 634E-04 48 -2.045E-04 +6.207E-05 +7 .01lE-04 1 114 +4.017E-03 -2.519E-03 +7.263E-04 49 +1.967E-02 -1.554E-04 +3..339E-03 1 115 +3.159E-03 -1.818E-03 +1. 025E-03 50 +1.656E-02 +1.332E-04 +2.670E-03 1 116 +2.021E-03 -1.108E-03 +1.199E-03 51 +1.527E-02 +1.'207E-04 +2.68SE-03 1 117 +1.159E-03 -6.949E-04 +1.064E-03 52 +1.310E-02 +5.658E-04 +2.947E-03 1 118 +4. 625E-04 -4.007E-04 +7.794E-04 53 +1.095E-02 +6.797E-04 +2.746E-03 1 119 -1. 937E-05 -2.494E-04 +5. 301E-04 54 +8.312E-03 +2.938E-04 +2.613E-03 1 120 -3. 729E-04 -1.522E-04 +4.393E-04 55 +5.596E-03 +2.716E-05 +2.783E-03 1 121 +8.935E-03 -4.879E-03 +3.667E-03 56 +3.344E-03 -1.057E-05 +1.833E-03 122 +5.466E-03 -4.502E-03 +3.048E-03 1

57 +2.129E-03 +4.442E-05 +1.418E-03 123 +4.127E-03 -4.222E-03 +2.297E-03 58 +1.192E-03 +7.612E-05 +1.095E-03 124 +2.845E-03 -3.793E-03 +1. 136E-03 59 +4.591E-04 +6.556E-05 +8.793E-04 125 +2.320E-03 -3.304E-03 +3.706E-04 60 -1.603E-04 +2.628E-05 +7.970E-04 126 +2.11OE-03 -2.543E-03 +1.851E-04 61 +1.954E-02 +1.lllE-15 +3.034E-03 127 +1.791E-03 -1.808E-03 +4.867E-04 62 +1.663E-02 +1.034E-15 +2.656E-03 128 +1. 155E-03 -1.171E-03 +7.365E-04 63 +1.530E-02 +1.014E-15 +2. 652E-03 129 +5. 958E-04 -7.892E-04 +7.160E-04 64 +1.330E-02 +9.925E-16 +2.703E-03 130 +1 190E-04 -4.998E-04 +5.430E-04 65 +1.124E-02 +9.707E-16 +2.821E-03 131 -2.260E-04 -2.961E-04 +3.995E-04

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H024 of H046 PROJECT : Monticello Nuclear Generating Plant tir V. 1.1.0u NFLATE V. 1. 1. 0 CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 46, EAST-WEST NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- I NODE -W- -THETAx- -THETAy-

66 +8.417E-03 +9.411E-16 +2.815E-03 I 132 -5.075E-04 -1.940E-04 +3.580E-04 PLATE ELEMENT STRESSES :

El. +S1 -S2 +S2 -S1

-Mx- -My- -Mxy- TOP BOT TOP BOT 1 +7.1183E-02 +2.3434E-02 +4.3925E-02 +1.1459E-01 2 +1.9887E-01 -4.1516E+00

+3.0633E-02 +7.3852E-02 -1.2002E-01 3 +2.1504E-01 -9.6719E+00

+2.4953E-02 +5.2288E-02 -4.9148E-01 -9.7482E+00 4 +1.2414E-0l +1.4384E-02 +5.9707E-02 +5.0491E-01 -6.4152E+00 5 +1. 9191E-02 -4.5606E-03 +6.9228E-02 6 +2.6848E+00 -3.3090E+00

-4.2431E-02 -1.3885E-02 +7.0584E-02 7 +4.2740E+00 -1.8711E+00

-3.1130E-02 -1.3862E-02 +6.5781E-02 +3.7906E+00 -1.8709E+00 8 +1.0061E-02 -1.0335E-02 +5.2167E-02 9 +2.2738E+00 -2.2621E+00

+3.7332E-02 -5.2214E-03 +3.7993E-02 +1.1729E+00 -2.5429E+00 10 +3.2580E-02 -2.6084E-03 +2.3330E-02 11 +6.0736E-01 -1.8862E+00

+9.8814E-03 -4.5625E-03 +1.4329E-02

'12 +5.7117E-01 -7.9811E-01

+2.2569E-03 +6.0449E-03 +2.9180E-02 +1.0705E+00 -1.4247E+00 13 +2.5459E-01 +1.9821E-01 +7.7728E-02 14 -6.1319E+00- -1.3187E+01

+2.9344E-01 +1.6161E-01 +1.0435E-01 -4.4419E+00 -1.4974E+01 15 +1.0351E-01 +2.0807E-02 +6.9545E-02 +8.0011E-0l -6.1041E+00 16, +1.1165E-02 -3.9268E-02 +6.9680E-02 17 +3.7612E+00 -2.5622E+00

-5.4236E-02 -5.5172E-02 +6.1754E-02

'18 +4.9689E+00 -3.0086E-01

-3.6998E-02 -5.1817E-02 +6.3214E-02 +4.6103E+00 -8.2090E-01 19 +2.6802E-02 -3.2407E-02 +4.7869E-02 20 +2.5210E+00 -2.2819E+00

+5.8335E-02 -2.4685E-03 +2.9357E-02 +6.1137E-01 -2.9950E+00

21. +5.1419E-02 +7.6712E-03 +2.0705E-02 +2.4496E-02 -2.5457E+00 22 +1.4341E-02 -3.1874E-03 +1.3787E-02 +4.5909E-01 -9.3499E-01 23 -1.5320E-01 -5.0604E-01 +3.6482E-02 +2.1750E+01 +6.3774E+00 24 -2.4399E-01 -5.2918E-01 -1.9419E-01 +2.6774E+01 +6.2149E+00 25 +1.6132E-01 -1.7320E-01 +3.5046E-02 +7.5449E+00 -7.0381E+00 26 +8.3960E-02 -1.1907E-01 +8.6786E-02 +6.4476E+00 -4.9493E+00 27 +8.7716E-03 -1.2286E-01 +6.9415E-02 +6.5153E+00 -1. 6474E+00 28 -1.4009E-01 -2.0458E-01 +41.1479E-01 +1.2440E+01 +2.2655E+00 29 +4.0882E-03 -1.3278E-01 +4.4605E-02 +6.2307E+00 -7.3992E-01 30 +5.3223E-02 -3.4414E-02 +2.5030E-02 +1.7518E+00 -2.5543E+00 31 +6.6405E-02 -4.6820E-03 +1.2995E-02 +2.9795E-01 -2.9314E+00

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H025 of H046 KMT AMVV ., I 1 n PROJECT Monticello Nuclear Generating Plant CLIENT Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 46, EAST-WEST PLATE ELEMENT STRESSES

+S1 -S2 +S2 -Sl El. -Mx- -My- -Mxy- TOP BOT TOP BOT

32 +5.3599E-02 +5.9524E-03 +1.1971E-02 -1.3286E-01 -2.4080E+00 33 +1.5873E-02 -1.0536E-03 +1.4370E-02 +3.9542E-01 -1.0277E+00 34 +2.4293E-02 -1.3740E-01 +5.9542E-02 +6.6971E+00 -1.8710E+00 35 -2.5794E-01 -2.3071E-01 -1.7850E-01 +1.8063E+01 +2.7864E+00 36 -2.8608E-02 -2.7949E-01 -2.9804E-02 +1.2074E+01 +1.0716E+00 37 +3.6515E-02 -1.9285E-01 +1.8153E-02 +8.2894E+00 -1.6189E+00 38 -4.1205E-03 -1.4659E-01 +5.1106E-02 +6.9556E+00 -5.2548E-01 39 -9.9072E-02 -9.3897E-02 +4.8312E-02 +6.1809E+00 +2.0524E+00 40 +1.1934E-01 +1.4948E-02 -1.0870E-02 -5.9001E-01 -5.1398E+00 41 +7.0412E-02 -1.0918E-02 +5.7239E-04 +4.6602E-01 -3.0044E+00 42 +5.8909E-02 -4.8840E-03 -2.1460E-03 +2.1146E-01 -2.5165E+00 43 +4.0973E-02 -4.1636E-03 +5.6128E-03 +2.0698E-01 -1.7775E+00 44 +1.4404E-02 -3.9823E-03 +8.5670E-03 +3.1383E-01 -7.5847E-01 45 +7.3831E-02 +2.3564E-02 -1.062OE-02 -9.1359E-01 -3.2419E+00 46 -7,.3652E-03 -1.8391E-02 -8.0683E-03 +9.6639E-01 +1.3253E-01 47 -4.3383E-02 -5.6756E-02 -2.1693E-02 +3.1048E+00 +1.1678E+00 48 -1.8313E-02 -8.4854E-02 -4.705BE-03 +3.6346E+00 +7.6722E-01 49 -1.0795E-02 -6.5269E-02 +1.4957E-02 +2.9485E+00 +2.9689E-01 50 -1.7152E-02 -2.5597E-02 +1.4629E-02 +1.5616E+00 +2.6232E-01 51 +1.3353E-01 +3.9001E-02 +2.5724E-04 -1.6640E+00 -5.6971E+00 52 +7.9816E-02 +2.1788E-02 -2.5087E-03 -9.2500E-01 -3.4101E+00 53 +5.5664E-02 +9.0187E-03 -1.9139E-03 -3.8145E-01 -2.3783E+00 54 +3.4871E-02 +1.4337E-03 +6.2597E-04 -6.0671E-02 -1.4883E+00 55 +1.2228E-02 -2.1836E-03 +2.3987E-03 +1.0975E-01 -5.3830E-01 56 +7.3831E-02 +2.3564E-02 +1.0620E-02 -9.1359E-01 -3.2419E+00 57 -7.3652E-03 -1.8391E-02 +8.0683E-03 +9.6639E-01 +1.3253E-01 58 -4.3383E-02 -5.6756E-02 +2.1693E-02 +3.1048E+00 +1.1678E+00 59 -1.8313E-02 -8.4854E-02 +4.7058E-03 +3.6346E+00 +7.6722E-01 60 -1.0795E-02 -6.5269E-02 -1.4957E-02 +2.9485E+00 +2.9689E-01 61 -1.7152E-02 -2.5597E-02 -1.4629E-02 +1.5616E+00 +2.6232E-01 62 +1.3353E-01 +3.9001E-02 -2.5724E-04 -1.6640E+00 -5.6971E+00 63 +7.9816E-02 +2.1788E-02 +2.5087E-03 -9.2500E-01 -3.4101E+00 64 +5.5664E-02 +9.0187E-03 +1.9139E-03 -3.8i45E-01 -2.3783E+00 65 +3.4871E-02 +1.4337E-03 -6.2597E-04 -6.0671E-02 -1.4883E+00 66 +1.2228E-02 -2.1836E-03 -2.3987E-03 +1.0975E-01 -5.3830E-01 67 +2.4293E-02 -1.3740E-01 -5.9542E-02 +6.6971E+00 -1.8710E+00 68 -2.5794E-01 -2.3071E-01 +1.7850E-01 +1.8063E+01 +2.7864E+00 69 -2.8608E-02 -2.7949E-01 +2.9804E-02 +1.2074E+01 +1.0716E+00

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H026 of E046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE-46, EAST-WEST PLATE ELEMENT STRESSES :

+Sl -S2 +S2 -Sl El. _Mx- -My- -Mxy- TOP BOT TOP 'BOT 70 +3.651SE-02 -1.9285E-01 -1.8153E-02 +8.2894E+00 -1.6189E+00 71 -4.1205E-03 -1.4659E-01 -5.1106E-02 +6.9556E+00 -5.2548E-01 72 - -9.9072E-02 -9.3897E-02 -4.8312E-02 +6.1809E+00 +2.0524E+00 73 +1.1934E-01 +1.4948E-02 +1.08'70E-02 -5.9001E-01 -5.1398E+00 74 +7.0412E-02 -'1.0918E-02 -5.7239E-04 +4.6602E-01 -3.OQ44E+00 75 +5.8909E-02 -4.8840E-03 +2.1460E-03 +2.1146E-01 -2.5165E+00 76 +4.0973E-02 -4.1636E-03 -5.6128E-03 +2.0698E-01 -17775E+00 77 '+1.4404E-02 -3.9823E-03 -8.56'70E-03 +3.1383E-01 -7.5847E-01 78 -1.5320E-01 -5.0604E-01 -3.6482E-02 +2.1750E+01 +6.3774E+00 79 .- 2.4399E-01 -5.2918E-01 +1.9419E-01 +2.6774E+01 +6.2149E+00 so +1.6132E-01 -1.7320E-01 -3.5046E-02 +7.5449E+00 -7.0381E+00 81 +8.3960E-02 -1.1907E-01 -8.6786E-02 +6.4476E+00 -4.9493E+00 82 +8.7716E-03 -1.2286E-01 -6.941SE-02 +6.5153E+00 -1.6474E+60 83 -1.4009E-01 -2.045SE-01 -1.1479E-01 +1.2440E+01 +2.2655E+00 84 +4.0882E-03 -1.327SE-01 -4.4605E-02 +6.2307E+00 -7.3992E-01

.85 +5.'3223E-02 -3.4414E-02 -2.5030E-02 +1.7518E+00 -2.5543E+00 86 +6.6405E-02 -4.6820E-03 -1.2995E-02 +2.9795E-01 -2.9314E+00 87 +5.3599E-02 +5.9524E-03 -1.1971E-02 -1.3286E-01 -2.4080E+00 88 +1.5873E-02 -1.0536E-03 -1.4370E-02 +3.9542E-01 -1.0277E+00 89 .+2.2569E-03 +6.0449E-03 -2.91BOE-02 +1.0705E+00 -1.4247E+00 90 +2.5459E-01 +1.9821E-01 -7.772BE-02 -6.1319E+00 -1.3187E+01 91 +2.9344E-01 +1.6161E-01. -1.0435E-01 -4.4419E+00 -1.4974E+01 92 +1.0351E-01 +2.0807E-02 -6.9545E-02 +8.0011E-01 -6.1041E+00 93 +1.1165E-02 -3.9268E-02 -6.9680E-02 +3.7612E+00 -2.5622E+00 94 -5.4236E-02 -5.5172E-02 +4.9689E+00 -3.0086E-01 95 -3.6998E-02 -5.1817E-02 -6.3214E-02 +4.6103E+00 -8.2090E-01 96 +2.6802E-02 -3.2407E-02 -4.7869E-02 +2.5210E+00 -2.2819E+00 97 +5.833SE-02 -2.468SE-03 -2.9357E-02 +6.1137E-01 -2.9950E+00 98 +5.1419E-02 +7.6712E-03 -2.0705E-02 +2.4496E-02 -2.5457E+00 99 +1.4341E-02 -3.1874E-03 -1.3787E-02 +4.5909E-01 -9.3499E-01 100 +7.1183E-02 +2.3434E-02 -4.3925E-02 +1.1459E-01 -4.1516E+00 101 +1.9887E-01 +3.0633E-02 -7.3852E-02 -1.2002E-01 -9.6719E+00 102 +2.1504E-01 +2.4953E-02 -5.2288E-02 -4.9148E-01 -9.7482E+00 103 +1.2414E-01 +1.4384E-02 -5.9707E-02 tS.0491E-01 '-6.4152E+00 104 +1.9191E-02 -4.5606E-03 -6.9228E-02 +2.6848E+00 -3.3090E+00 105 -4.2431E-02 -1.3885E-02 -7.0584E-02 +4.2740E+00 -1.8711E+00 106 -3.1130E-02 -1.3862E-02 -6.5781E-02 +3.7906E+00 -1.8709E+00 107 .+1.0061E-02 -1.0335E-02 -5.2167E-02 +2.2738E+00 -2.2621E+00

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H027 of H046 PROJECT : Monticello Nuclear Generating Plant NFLATE v. 1.1.0 CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 46, EAST-WEST PLATE ELEMENT STRESSES El. -Mx- +S1 -S2 +S2 -S1

-My- -Mxy- TOP BOT 108 +3.7332E-02 -5.2214E-03 TOP BOT

-3.7993E-02 +1.1729E+00 -2.5429E+00 109 +3.2580E-02 -2.6084E-03 -2.3330E-02 110 +9.8814E-03 +6.0736E-01 -1.8862E+00

-4.5625E-03 -1.4329E-02 +5.7117E-01 -7.9811E-01 MAX. BENDING STRESS - +26.77 ksi AT EL. 79. STRESS RATIO - 40.5274.

BOLT TENSION AND SHEAR : (UNITS: KIPS/BOLT)

BOLT TENSION SHEAR INTERACTION 1 +0.2184 +1.8645 0.4092 2 +0.2184 +1.8645 .0.4092 3, +3.0772 +1.8645 0.9793 4 +3.0772 +1.8645 0.9793 MAX (+) : +3.0772 +1.8645 0.9793 at bolt 3 INTERACTION - (T/Tallow)**(1.000) + (V/Vallow)**(1.000)

- - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H028 of H046 Wn? AMLT.,1 1 t I PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company - MN03-P022637-100 Supports DGEH-2, 3, 5, 6

- - - - - - - - - -J SUPPORT DGEH-2, NODE 46, NORTH POINT LOADS : (UNITS: KIPS AND IN-KIPS)

NODE P Fx Fy Mx My T 65 -1.074 -0.5070 +0.7060 -12.76 -0.1190 +0.000 EQUILIBRIUM CHECK : (UNITS: KIPS AND IN-KIPS)

NODE -P- -Mx- -My- I NODE -Mx- -My-65 -1.074E+00 -1.276E+01 -1.190E-01 NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- NODE -W- -THETAx- -THETAy-1 +4.179E-03 +4.922E-04 +2.764E-04 67 +2.141E-03 -1. 496E-03 -7.583E-05 2 +3.985E-03 +3.330E-04 +2.152E-05 68 +1.968E-03 -1.2i0E-03 +3.871E-04 3 +4.048E-03 +2.238E-04 -2.743E-04 69 +1.594E-03 -9.402E-04 +5. 880E-04 4 +4.414E-03 +7.665E-05 -6.798E-04 70 +1.112E-03 -5.769E-04 +6. 813E-04 5 +4.997E-03 -5.357E-05 -8.086E-04 71 +5.901E-04 -2.729E-04 +7.021E-04 6 +5.653E-03 -1.835E-04 -3.906E 72 +6.744E-05 -3.192E-05 +6.886E-04 7 +5.616E-03 -2.186E-04 +5.134E-04 73 +3.290E-04 -1.385E-03 -1. 531E-04 8 +4.627E-03 -2.151E-04 +1.410E-03 74 +4.429E-04 -1.396E-03 -5.352E-05 9 +3.421E-03 -2.147E-04 +1.740E-03 75 +4 .470E-04 -1.375E-03 -4. 080E-05 10 +2.111E-03 -1.963E-04 +1.704E-03 76 +5.284E-04 -1.172E-03 -1.283E-04 11 +9.042E-04 -1. 404E-04 +1.507E-03 77 +6.011E-04 -1.087E-03 I -5.333E-05 12 -1.753E-04 -9. 181E-05 +1.406E-03 I 78 +6.086E-04 -1.279E-03 -9.412E-06 13 +4.557E-03 +5.273E-04 +3.856E-04 79 +6.789E-04 -1. 435E-03 I -7.515E-05 14 +4.212E-03 +3.107E-04 +2.181E-04 80 +7.005E-04 -1.200E-03 I -3.322E-06 15 +4.172E-03 +9.959E-05 -9.209E-05 I 81 +6.737E-04 -8. 424E-04 +1.048E-04 16 +4.443E-03 +1. 649E-05 -5.852E-04 I 82 +5.352E-04 -5.317E-04 +2.597E-04 17 +4.957E-03 -6.281E-05 -7.217E-04 83 +2.977E-04 -2.811E-04 I +3. 626E-04 18 +5.557E-03 -1.053E-04 -3.788E-04 I 84 +7.902E-06 -7.134E-05 +3. 989E-04 19 +5.525E-03 -3. 662E-05 +5.033E-04 85 -7.062E-04 -3.820E-04 I +2.631E-04 20 +4.520E-03 -7.745E-05 +1.449E-03 86 -9.342E-04 -1.367E-03 I -5.581E-05 21 +3.274E-03 -1.740E-04 +1.792E-03 87 -6.993E-04 -5.826E-04 I -6.376E-04 22 +1.947E-03 -2.482E-04 +1. 680E-03 88 -2.958E-04 -4.229E-04 I -3.902E-04 23 +7.900E-04 -1.451E-04 +1.424E-03 I 89 -1.472E-04 -4.239E-04 -1. 569E-05 24 -2.359E-04 -5.140E-05 +1.348E-03 90 -3.527E-04 -4.520E-04 I +4.423E-04 25 +4.919E-03 +3.011E-04 +4.200E-04 91 -7.382E-04 -1.407E-03 I -7.481E-05 26 +4.519E-03 +5.859E-04 +5.482E-04 92 -2.522E-04 -4.821E-04 I -5.364E-04 27 +4.294E-03 +4.019E-04 +.2.000E-04 93 +2.676E-05 -4.283E-04 I -2.334E-04 28 +4.464E-03 +4.267E-05 -4. 686E-04 .I 94 +1.163E-04 -2.825E-04 -1. 830E-05

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H029 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 .

Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 46, NORTH NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- I NODE -THETAx- -THETAy-29 +4.871E-03 -2.003E-04 -5.984E-04 I 95 +7.301E-05 -1.543E-04 +1.198E-04 30 +5.430E-03 -3.030E-04 -4.446E-04 I 96 -4.309E-05 -2.503E-05 +1.756E-04 31 +5.520E-03 -9.489E-06 +4.867E-04 I 97 -7.372E-04 +4.647E-04 +4.301E-05 32 +4.476E-03 -8.994E-05 +1.540E-03 I 98 -7.298E-04 +7.475E-04 -2.291E-04 33 +3.163E-03 -1.236E-04 +1.885E-03 I 99 -5.755E-04 +5.589E-04 -3.595E-04 34 +1.788E-03 -8.269E-05 +1.645E-03 I 100 -3.352E-04 +2.547E-04 -2.390E-04 35 +7.228E-04 -8.520E-06 +1.296E-03 I 101 -2.529E-04 +1.439E-04 +3.264E-05 36 -2.313E-04 +6.692E-05 +1.267E-03 I 102 -4.520E-04 +2.535E-04 +3.235E-04 37 +4.668E-03 -6.189E-04 +7.384E-05 103 -6.888E-04 +6.047E-04 -1.215E-05 38 +4.687E-03 -1.381E-03 -4.279E-05 104 -4.096E-04 +1.788E-04 -3.899E-04 39 +4.526E-03 -4.817E-04 +4.380E-04 105 -1.579E-04 +7.080E-06 -2.573E-04 40 +4.336E-03 -4.840E-04. +3.096E-05 106 -3.008E-05 -2.793E-05 -9.245E-05 41 +4.455E-03 -6.953E-04 -2.923E-04 107 -5.226E-06 -1.025E-05 +1.469E-05 42 +4.809E-03 -8.949E-04 -3.736E-04 108 -3.619E-05 +3.933E-05 +5.765E-05 43 +5.071E-03 -1.446E-03 -6.363E-05 109 -2.857E-04 +6.459E-04 -3.675E-05 44 +4.161E-03 -5.709E-04 +1.455E-03 110 -2.169E-04 +6.392E-04 -1.070E-04 45 +2.988E-03 -3.210E-04 +1.620E-03 111 -1.537E-04 +5.568E-04 -1.343E-04 46 +1.813E-03 -3.000E-05 +1.478E-03 112 -6.846E-05 +4.212E-04 -7.550E-05 47 +7.925E-04 +8.012E-05 +1.254E-03 113 -5.878E-05 +3.477E-04 +5.428E-05 48 -1.039E-04 +1.675E-04 +1.169E-03 114 -1.827E-04 +4.057E-04 +1.594E-04 49 +3.402E-03 -1.554E-03 +1.869E-04 115 -2.870E-04 +4.719E-04 +1.529E-05 50 +3.297E-03 -1.407E-03 -4.663E-05 116 -2.050E-04 +3.058E-04 -1.553E-04 51 +3.361E-03 -1.421E-03 -1.182E-04 117 -8. 606E-05 +1.569E-04 -1.416E-04 52 +3.409E-03 -1.285E-03 -5.300E-05 118 -7.441E-06 +7.893E-05 -6.548E-05 53 +3.468E-03 -1.269E-03 -1.082E-04 119 +1.580E-05 +5.925E-05 -1.662E-06 54 +3.580E-03 -1.425E-03 -7.610E-05 120 +4.248E-06 +6.816£-05 +2.533E-05 55 +3.619E-03 -1.462E-03 -6.814E-05 121 +1.886E-04 +6.221E-04 -4.155E-05 56 +3.213E-03 -1.164E-03 +8.277E-04 122 +2.370E-04 +5.919E-04 -5.173E-05 57 +2.458E-03 -7.381E-04 +1.116E-03 123 +2.581E-04 +5.473E-04 -3.424E-05 58 +1.606E-03 -3.712E-04 +1.128E-03 i 124 +2.681E-04 +4.665E-04 +1.222E-05 59 +7.905E-04 -1.050E-04 +1.042E-03 I 125 +2.330E-04 +4.134E-04 +8.039E-05 60 +3.808E-05 +9.150E-05 +9.760E-04 I 126 +1.216E-04 +4.042E-04 +L.271E-04 61 +1.827E-03 -1.560E-03 -3.855E-05 I 127 +2.524E-05 +3.856E-04 +5.616E-05 62 +1.867E-03 -l.459E-03 -5.106E-05 I 128 +1.621E-05 +2.857E-04 -3.323E-05 63 +1.893E-03 -1.518E-03 -5.329E-05 I 129 +4.769E-05 +1.891E-04 -4.383E-05 64 +1.935E-03 -1.607E-03 -6.030E-OS I 130 +7.152E-05 +1.205E-04 -1.725E-05 65 +1.984E-03 -1.697E-03 -7.176E-05 I 131 +7.358E-05 +8.722E-05 +1.003E-05

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H030 of H046 VI1 - - . .1 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 46, NORTH NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- I NODE -W- -THETAx- -THETAy-66 +2.062E-03 -1.596E-03 -8.069E-05 I 132 +6.112E-05 +8.115E-05 +2.149E-05 PLATE ELEMENT STRESSES :

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 1 +2.9937E-02 +1.0070E-02 +1.8696E-02 +4.9839E-02 -1.7568E+00 2 +8.0765E-02 +1.1784E-02 +2.9247E-02 -4.4960E-02 -3.9038E+00 3 +7.8729E-02 +7.9567E-03 +1.6560E-02 -1.8234E-01 -3.5163E+00 4 +2.2834E-02 +9.5439E-04 +1.3590E-02 +2.3688E-01 -1.2518E+00 5 -5.1355E-02 -9.5478E-03 +7.4728E-03 +2.2464E+00 6 +3.5210E-01

-1.177SE-01 -1.3226E-02 -7.2076E-04 +5.0254E+00 +5.6409E-01 7 -1.2004E-01 -8.8530E-03 +1.5447E-03 +5.1226E+00 +3.768iE-01 8 -5.7838E-02 -2.1996E-03 +5. 4133E-03 +2.4900E+00 9 +7.1585E-02

+1.3484E-02 +3.0959E-03 +2.3814E-03 -1.091E-01

+4.0730E-02 -5.9752E-01 10 +7.4137E-03 -8.6393E-03 -2.2642E-01 -1.8277E+00 11 +1.7452E-02 +8.2708E-03 -9.1343E-03 -1.1257E-01 -9.8493E-01 12 +4.1242E-03 +5.3952E-03 +1.3383E-02 +3.6858E-01 -7.7474E-01 13 +1.0837E-01 +8.1581E-02 +3.0928E-02 -2.6143E+00 -5.4905E+00 14 +1.1766E-01 +6.3209E-02 +3.8165E-02 -1.8583E+00 -5.8588E+00 15 +2.1747E-02 -2.9308E-03 +1.7905E-02 +5.2636E-01 -1.3292E+00 16 -4.4173E-02 -4.1725E-02 +5.5548E-03 +2.0752E+00 +1.5898E+00 17 -1.3175E-01 -5.4014E-02 -7.2354E-03 +5.6499E+00 +2.2761E+00 18 -1.3956E-01 -4.0624E-02 +5.7775E-03 +5.9688E+00 +1.7189E+00 19 -6.3226E-02 -1.5746E-02 +8.8904E-03 t2.7663E+00 +6.0313E-01 20 +3.8943E-02 +3.0026E-02 -2.3489E-03 -1.2563E+00 -1.6864E+00 21 +6.4944E-02 +4.5144E-02 -6.2883E-03 -1.8482E+00 -2.8490E+00 22 +1.6966E-02 +2.6743E-02 -1.2248E-02 -3.6979E-01 23 -1.4951E+00

-6.1454E-02 -2.0239E-01 +1.8593E-02 +8.7382E+00 +2.5192E+00 24 -7.8451E-02 -2.0517E-01 -7.4834E-02 +1.0234E+01 +1.8670E+00 25 +7.0801E-02 -6.8623E-02 +1.2582E-02 +2.9760E+00 -3.0689E+00 26 +2.0832E-02 -5.8852E-02 +3.1613E-02 +2.9811E+00 -1.3589E+00 27 -2.7909E-02 -7.7633E-02 +1.3214E-02 +3.4528E+00 +1.0503E+00 28 -1.2952E-01 -1.6808E-01 +5.9296E-03 +7.2094E+00 +5.488lE+00 29 -2.2034E-01 -1.8826E-01 -5.6853E-02 +1.1237E+01 +6.1963E+00 30 -6.1881E-02 -6.1789E-02 -1.3172E-02 +3.2003E+00 +2;*0763E+00 31 +3.2618E-02 +5.6516E-04 -1.6748E-02 +2.8114E-01 -1.6970E+00

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NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H031 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 46, NORTH PLATE ELEMENT STRESSES

+SI -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 32 +5.6502E-02 +2.5956E-02 -1.6480E-02 -8.0041E-01 -2.7178E+00 33 +1.4643E-02 +1.6447E-02 -9.9563E-03 -2.3669E-01 -1.0898E+00 34 +4.3321E-03 -5.9933E-02 +2.3204E-02 +2.8772E+00 -5.0495E-01 35 -7.7585E-02 -8.4786E-02 -7.0029E-02 +6.4558E+00 +4.7206E-01 36 -4.6635E-03 -1.1235E-01 .-8.8893E-03 +4.8247E+00 +1.6788E-01 37 +6.4426E-03 -8.5699E-02 +9.7884E-03 +3.7004E+00 -3.1876E-01 38 -1.9746E-02 -7.6277E-02 +1.7306E-02 +3.4626E+00 +6.3439E-01 39 -3.3752E-02 -4.4973E-02 +2.1301E-02 +2.6193E+00 +7.3962E-01 40 -1.8187E-01 -9.3406E-02 -3.9126E-02 +8.3922E+00 +3.3529E+00 41 -6.3467E-02 -8.3410E-02 -4.4855E-02 +5.0939E+00 +1.1729E+00 42 -3.8134E-03 -4.9465E-02 -4.2632E-02 +3.1999E+00 -9.2669E-01 43 +1.7869E-02 -2.8174E-02 -2.5355E-02 +1.6811E+00 -1.2414E+00 44 +8.5944E-03 -1.4056E-02 -1.9566E-02 +1.0811E+00 -8.4808E-01 45 +1.6008E-02 +1.1050E-03 -9.2496E-03 +1.4170E-01 -8.7187E-01 46 +7.2204E-03 -7.2888E-03 +2.7754E-03 +3.3287E-01 -3.2995E-01 47 -1.4210E-02 -3.0883E-02 -1.0336E-03 +1.3204E+00 +6.0358E-01 48 -9.5107E-03 -5.0580E-02 +4.9085E-03 +2.1828E+00 +3.8111E-01 49 -1.4194E-02 -4.2393E-02 +9.3834E-04 +1.8101E+00 +6.0429E-01 50 -5.2071E-03 -1.4634E-02 +3.3494E-04 +6.2489E-01 +2.2166E-01 51 -9.8516E-02 -3.9769E-02 -2.3939E-02 +4.5669E+00 +1.3333E+00 52 -5.2522E-02 -3.6664E-02 -4.8335E-02 +3.9925E+Q0 -1.8720E-01 53 -1.8419E-02 -3.1514E-02 -4.7068E-02 +3.0928E+00 -9.6232E-01 54 -1.7777E-03 -2.4346E-02 -3.7429E-02 +2.2253E+00 -1.1107E+00 55 +1.3000E-03 -1.8177E-02 -2.9302E-02 +1.6775E+00 :9.5740E-01 56 -1.0994E-03 +1.4832E-02 -2.9849E-03 +6.9984E-02 -6.5593E-01

.57 +2.8597E-03 +1.3991E-02 -2.0656E-05 -1.2201E-01 -5.9695E-01 58 +2.0962E-02 +4.3117E-02 -5.0370E-03 -8.4781E-01 -1.8862E+00 59 +1.6027E-02 +7.1397E-02 +9.5170E-04 -6.8310E-01 -3.0470E+00 60 +1.7036E-02 +6.4217E-02 +1.9960E-03 -7.2325E-01 -2.7435E+00 61 +1.2223E-02 +2.7813E-02 +5.3858E-03 -4.4984E-01 -1.2583E+00 62 -3.4277E-02 -6.6372E-04 -2.1566E-02 +1.9120E+00 -4.2116E-01 63 -2.4913E-02 +4.4651E-03 -4.3753E-02 +2.4054E+00 -1.5330E+00 64- -2.0168E-02 +3.0676E-03 -4.3540E-02 +2.2875E+00 -1.5579E+00 65 -1.0766E-02 -8.6815E-04 -3.6353E-02 +1.8136E+00 -1.3172E+00 66 -3.1262E-03 -3.9726E-03 -2.9866E-02 +1.4259E+00 -1.1230E+00 67 +3.7044E-02 +7.6891E-02 +3.5530E-02 -6.9260E-01 -4.1686E+00 68 +9.6943E-02 +8.1397E-02 -6.2998E-02 -1.0963E+00 -6.5129E+00 69 +1.7443E-02 +1.0344E-01 -2.3691E-02 -4.8421E-01 -4.6733E+00

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NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H032 of H046 N PTF.2& v, 1 1 n PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-2, NODE 46, NORTH PLATE ELEMENT STRESSES

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 70 -1.2307E-02 +8.6265E-02 -6.5875E-03 +5.4378E-01 -3.6993E+00 712 -3.8630E-03 +9.3741E-02 +1.3891E-02 +2.4754E-01 -4.0823E+00 72 +5.8774E-02 +7.2104E-02 +3.1941E-02 -1.3999E+00 -4.1842E+00 73 +4.2977E-02 +6.0467E-02 -3.7390E-02 -5.6843E-01 -3.8451E+00

74. -1.4597E-02 +6.7776E-02 -2.9659E-02 +1.0310E+00 -3.3000E+00 75 -2.0612E-02 +3.6075E-02 -3.0224E-02 +1.4380E+00 -2.0977E+00 76 -1.4601E-02 +1.9579E-02 -2.4898E-02 +1.1823E+00 -1.3947E+00 77 -4.9572E-03 +9.5484E-03 -2.2304E-02 +9.0274E-01 -1.0986E+00 78 +1.0358E-01 +2.1974E-01 +3.8201E-02 -3.9315E+00 -9.8635E+00 79 +1.6814E-01 +2.5790E-01 -6.9049E-02 -5.5751E+00 -1.2602E+01 80 +3.8628E-03 +1.1707E-01 +9.164OE-03 -1.3337E-01 -5.0266E+00 81 -3.4167E-02 +6.9108E-02 +8.4130E-03 +1.4868E+00 -2.9776E+00 82 -2.5693E-02 +7.3425E-02 -6.8195E-03 +1.1161E+00 -3.1527E+00 83 +1.1679E-01 +2.081SE-01 +4.1401E-02 -4.3016E+00 -9.5625E+00 84 +1.1491E-01 +2.0475E-01 -3.4463E-02 -4.4038E+00 -9.2352E+00 85 -1.7647E-02 +6.4564E-02 +1.0152E-02 +8.0562E-01 -2.8074E+00 86 -2.0975E-02 +3.7676E-02 -7.0473E-03 +9.3054E-01 -1.6431E+00 87 -1.4525E-02 +2.1043E-02 -9.4163E-03 +7.1954E-01 -9.9765E-01 88 -4.8380E-03 +1.1827E-02 -1.1491E-02 +4.5653E-01 -7.5472E-01 89 +2.6012E-02 +1.3996E-02 -2.7318E-03 -5.7192E-61 -1.1351E+00 90 +1.9004E-02 -3.6772E-03 +2.5440E-02 +8.6144E-01 -1.5154E+00.

91 -1.2138E-02 +1.0326E-02 +2.7124E-02 +1.2912E+00 -1.2139E+00 92 -2.7108E-02 +2.3324E-02 +1.1486E-02 +1.2630E+00 -1.1015E+00 93 -1.7759E-02 +2.4913E-02 -7.7037E-03 +8.1523E-01 -1.1205E+00 94 +3.4137E-02 +1.1888E-02 -1.2057E-02 -2.8191E-01 -1.6818E+00 95 +3.8237E-02 +1.0976E-02 +2.0359E-02 -4.5225E-03 -2.0952E+00 96 -5.9190E-03 +2.1737E-02 +2.0719E-02 +7.2537E-01 -1.4003E+00 97 -1.5304E-02 +1.7212E-02 +8.1338E-03 +7.3495E-01 -8.1636E-01 98 -1.1022E-02 +1.1677E-02 +5.4417E-04 +4.7081E-01 -4.9877E-01 99 -3.7774E-03 +7.2201E-03 -3.6213E-03 +2.0748E-01 -3.5437E-01 100 +3.6395E-03 -4.9474E-03 +2.4190E-03 +2.3816E-01 -1.8236E-01

101 -2.1379E-04 -4.8868E-03 +1.1L62OE-02 +6.1454E-01 -3.9691E-01 102 -8.8245E-03 +3.9292E-04 +1.3293E-02 +7.8017E-01 -4.2042E-01 103 -1.5373E-02 +4.8178E-03 +7.9208E-03 +7.7268E-01 -3.2231E-01 104 -8.8332E-03 +2.8083E-03 -1.1551E-03 +3.8173E-01 -- 1.2467E-01 105 +1.2601E-02 -3.6761E-03 -7.3939E-04 +1.5828E-01 -- 5.3909E-01 106 +1.5229E-02 -4.4651E-03 +1.1789E-02 +4.2575E-01 -8.8502E-01 2107 +4.5083E-05 +1.0502E-03 +1.5168E-02 +6.2414E-01 -6.7087E-01

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- - Pacific Nuclear ***

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NEC-3E68DBF3 FRI MAR 07 12:50:43 2b03 PAGE H033 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant -

CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 -

SUPPORT DGEH-2, NODE 46, NORTH PLATE ELEMENT STRESSES

+Sl -S2 +S2 -Sl El. -Mx- -My- -Mxy- TOP BOT TOP BOT 108 -7.5170E-03 +4.0161E-03 +9.5668E-03 +5.5129E-01 -4.0192E-01 109 -6.5578E-03 +3.9402E-03 +3.6854E-03 +3.2949E-01 -2.1780E-01 110 -2.4428E-03 +2.7476E-03 +1.6908E-04 +1.0446E-01 -1.1747E-01 MAX. BENDING STRESS - +12.6 ksi AT EL. 79. STRESS RATIO - +0.2483.

BOLT TENSION AND SHEAR : (UNITS: KIPS/BOLT)

BOLT TENSION SHEAR INTERACTION 1 +0.5364 +0.2162 0.1494 2 -0.0090 +0.1560 0.0306 3 -0.1726 +0.2356 0.0462 4 * +1.2881 +0.2791 0.3116 MAX(+) : +1.2881 +0.2791 0.3116 at bolt 4 INTERACTION - (T/Tallow)**(1.000) + (V/Vallow)**(1.000)

- - - - Pacific Nuclear ****

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NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H034 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGER-2, 3, 5, 6 SUPPORT DGEH-3, NODE 32, NORTH POINT LOADS : (UNITS: KIPS AND IN-KIPS)

NODE P Fx Fy Mx My T 65 -1.190 -0.5650 -0.7060 +12.76 -0.1320 . +0.000 EQUILIBRIUM CHECK : (UNITS: KIPS AND IN-KIPS)

NODE -P- -Mx- -My- I NODE -Mx- -My-65 -1.190E+00 +1.276E+01 -1.320E-01 NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- I NODE -W- -THETAx- -THETAy-1 +2.073E-04 -6.387E-04 -4.094E-05 1 67 +2.056E-03 +1.470E-03 -7.952E-05 2 +2.553E-04 -6.084E-04 -5.176E-05 1 68 +1.893E-03 +1.267E-03 +3.701E-04 3 +2.765E-04 -5.632E-04 -3.440E-05 1 69 +1.534E-03 +9.222E-04 +5.657E-04 4 +2.865E-04 -4.812E-04 +1.234E-05 1 70 +1.070E-03 +5.655E-04 +6.576E-04 5 +2.511E-04 -4.272E-04 +8.138E-05 71 +5.655E-04 +2.675E-04 +6.791E-04 6 +1.381E-04 -4.176E-04 +1.292E-04 1 72 +5.967E-05 +3.155E-05 +6. 667E-04 7 +3.964E-05 -3.985E-04 +5.816E-05 1 73 +3*.283E-03 +1.527E-03 +1. 807E-04 8 +2.898E-05 -2.973E-04 -3.209E-05 1 74 +3.182E-03 +1.383E-03 -4.591E-05 9 +5.995E-05 -1.994E-04 -4.373E-05 1 75 +3.245E-03 +1.397E-03 -1. 172E-04 10 +8.424E-05 -1.298E-04 -1.864E-05 1 76 +3.294E-03 +1.265E-03 -5.473E-05 11 +8.788E-05 -9.574E-05 +7.350E-06 1 77 +3.354E-03 +1.250E-03 -1. 086E-04 12 +7.765E-05 -8.928E-05 +1.838E-05 1 76 +3.466E-03 +1.402E-03 -7.756E-05 13 -2.796E-04 -6.627E-04 -3.553E-05 1 79 +3.508E-03 +1.437E-03 -7.198E-05 14 -2.112E-04 -6.567E-04 -1.076E-04 1 80 +3.117E-03 +1.145E-03 +8.030E-04 15 -1.474E-04 -5.732E-04 -1.359E-04 1 81 +2.384E-03 +7.272E-04 +1.084E-03 16 -6.093E-05 -4.354E-04 -7.683E-05 1 82 +1.556E-03 +3.672E-04 +1. 096E-03 17 -5.085E-05 -3.605E-04 +5.466E-05 1 83 +7.635E-04 +1.059E-04 +1. 012E-03 18 -1.763E-04 -4.190E-04 +1.616E-04 1 84 +3.249E-05 -8.695E-05 +9.483E-04 19 -2.825E-04 -4.856E-04 +1.663E-05 I 85 +4.528E-03 +6.157E-04 +7.080E-05 20 -2.010E-04 -3.178E-04 -1. 556E-04 1 86 +4.549E-03 +1.358E-03 -4.219E-05 21 -8.158E-05 -1.672E-04 -1.427E-04 1 87 +4.393E-03 +4.825E-04 +4.241E-04 22 -1.744E-06 -8.818E-05 -6.775E-05 1 88 +4.209E-03 +4.846E-04 +2.688E-05 23 42.366E-05 -6.780E-05 -5.003E-06 1 89 +4.328E-03 +6.902E-04 -2.879E-04 24 +1.474E-05 -7.599E-05 +2. 180E-05 1 90 +4.676E-03 +8.842E-04 -3. 672E-04 25 -7.445E-04 -4.842E-04 +4.761E-05 91 +4.935E-03 +1.421E-03 -6.755E-05 26 -7.391E-04 -7.721E-64 -2.315E-04 1 92 +4.051E-03 +5.655E-04 +1.417E-03 27 -5.830E-04 -5.811E-04 -3.644E-04 1 93 +2.908E-03 +3.203E-04 +1.578E-03 28 -3.389E-04 -2.716E-04 -2 .433E-04 1 94 +1.763E-03 +3.490E-05 +1.439E-03

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NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H035 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-3, NODE 32, NORTH NODAL_____DISPLACEMEN________S______(U__ITS:____I__CHES______ND____ADI____NS)_

NODAL DISPLACEMENTS :(UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- I NODI -THETAx- -THETAy-29 -2.548E-04 -1.586E-04 +3.242E-05 1 95 +7. 693E-04 -7.410E-05 +1.221E-03 30 -4.563E-04 -2.699E-04 +3.276E-04 1 96 -1.034E-04 -1. 608E-04 +1.138E-03 31 -6.962E-04 -6.245E-04 -1.091E-05 1 97 +4.786E-03 -2.802E-04 +4.075E-04 32 -4.154E-04 -1. 936E-04 -3.927E-04 1 98 +4.398E-03 -5.571E-04 +5.318E-04 33 -1.616E-04 -1. 943E-05 -2.601E-04 1 99 +4.180E-03 -3.778E-04 +1.925E-04 34 -3.154E-05 +1.748E-05 -9.587E-05 1 100 +4.347E-03 -2.830E-05 -4.590E-04 35 -3.753E-06 +1. 654E-06 +1.024E-05 I 101 +4. 74 6E-03 +2.078E-04 -5.856E-04 36 -3.117E-05 -4.575E-05 +5.293E-05 I102 +5.293E-03 +3.069E-04 -4.357E-04 37 -7.362E-04 +3.533E-04 +2.756E-04 1 103 +5.383E-03 +1.881E-05 +4.731E-04 38 -9.725E-04 +1.340E-03 -5.506E-05 1 104 +4.366E-03 +9.559E-05 +1.501E-03 39 -7.336E-04 +5.532E-04 -6.498E-04 I 105 +3.086E-03 +1.273E-04 +1.839E-03 40 -3.218E-04 +3.936E-04 -3.989E-04 1106 +1.744E-03 +8.618E-05 +1.605E-03 41 -1.696E-04 +3.950E-04 -1.666E-05 1 107 +7.054E-04 +1.233E-05 +1.264E-03 42 -3.787E-04 +4.237E-04 +4.505E-04 1 108 -2.253E-04 -6.293E-05 +1.235E-03 43 -7.705E-04 +1.380E-03 -7.844E-05 I 109 +4.444E-03 -5.004E-04 +3.737E-04 44 -2.764E-04 +4.592E-04 -5.449E-04 I 110 +4.109E-03 -2.893E-04 +2.104E-04 45 +7.643E-06 +4.098E-04 -2.399E-04 I 111 +4.071E-03 -8.380E-05 -9.179E-05 46 +1.026E-04 +2.686E-04 -2.607E-05 I 112 +4.336E-03 -3.094E-06 -5.721E-04 47 +6.553E-05 +1.448E-04 +1.109E-04 1 113 +4.839E-03 +7.363E-05 -7.051E-04 48 -4.364E-05 +1. 980E-05 +1.662E-04 l 114 +5.425E-03 +1. 139E-04 -3.705E-04 49 +2.676E-04 +1.354E-03 -1.484E-04 1 115 +5.395E-03 +4.524E-05 +4. 904E-04 50 +3.780E-04 +1. 369E-03 -5.272E-05 1 116 +4.415E-03 +8.343E-05 +1.414E-03 51 +3.830E-04 +1.345E-03 -4.478E-05 117 +3.199E-03 +1.765E-04 +1.749E-03 52 +4.681E-04 +1.137E-03 -1.330E-04 118 +1.903E-03 +2.476E-04 +1.640E-03 53 +5.432E-04 +1. 04 9E-03 -5.469E-05 119 +7.74OE-04 +1.457E-04 +1.391E-03 54 +5.499E-04 +1.245E-03 -7.070E-06 120 -2.279E-04 +5.300E-05 +1.317E-03 55 +6.197E-04 +1.408E-03 -7.881E-05 121 +4.086E-03 -4.662E-04 +2.673E-04 56 +6.505E-04 +1. 174E-03 -1.611E-05 122 +3.898E-03 -3.112E-04 +1.903E-05 57 +6.340E-04 +8.211E-04 +9.042E-05 123 +3.960E-03 -2.048E-04 -2.691E-04 58 +5.066E-04 +5.167E-04 +2.445E-04 124 +4.318E-03 -6.180E-05 -6. 639E-04 59 +2.806E-04 +2.720E-04 +3.470E-04 125 +4.887E-03 +6.458E-05 -7.891E-04 60 +2.532E-06 +6.728E-05 +3.835E-Oi 126 +5.528E-03 +1. 901E-04 -3. 810E-04 61 +1.736E-03 +1.532E-03 -3.918E-05 127 +5.491E-03 +2.229E-04 +5.015E-04 62 +1.776E-03 +1.433E-03 -5.020E-05 128 +4.525E-03 +2.179E-04 +1.377E-03 63 +1.801E-03 +1.492E-03 -5.246E-05 129 +3.347E-03 +2.163E-04 +1.699E-03 64 +1.843E-03 +1.581E-03 -6.017E-05 130 +2.068E-03 +1. 971E-04 +1. 665E-03 65 +1.893E-03 +1. 671E-03 -7.309E-05 131 +8.886E-04 +1.413E-04 +1. 472E-03

- - - - Pacific Nuclear ****

- *** ***** *** ** *** f* *** *~* **

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H036 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-3, NODE 32, NORTH NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- I NODE -W- -THETAx- -THETAy-66 +1.973E-03 +1.570E-03 -8.370E-05 I 132 -1.665E-04 +9.282E-05 +1.375E-03 PLATE ELEMENT STRESSES :

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT

. 1 +3.7832E-03 -5.0001E-03 -2.4000E-03 +2.3949E-01 -1.8757E-01 2 -1.0497E-04 -4.9748E-03 -1.1770E-02 +6.2121E-01 -4.0447E-01 3 -8.8735E-03 +3.7850E-04 -1.3499E-02 +7.9007E-01 -4,2761E-01 4 -1.5573E-02 +4.878BE-03 -8.0644E-03 +7.8381E-01 -3.2751E-01 5 -9.0020E-03 +2.8461E-03 +1.1350E-03 +3.8868E-01 -1.2603E-01 6 +1.2641E-02 -3.7244E-03 +7.1609E-04 +1.6024E-01 -5.4069E-01 7 +1.5364E-02 -4.5322E-03 -1.1932E-02 +4.3175E-01 -8.9393E-01 8 +2.0769E-04 +1.0538E-03 -1.5349E-02 +6.2825E-01 -6.8207E-01 9 -7.2692E-03 +4.0888E-03 -9.7078E-03 +5.4772E-01 -4.1202E-01 1.0 -6.3371E-03 +4.0083E-03 -3.7775E-03 +3.2297E-01 -2.2361E-01 11 -2.3779E-03 +2.7890E-03 -2.4531E-04 +1.0195E-01 -1.1950E-01 12 +2.6357E-02 +1.3269E-02 +2.9099E-03 -5.3978E-01 -1.1509E+00 13 +1.9118E-02 -4.7374E-03 -2.5805E-02 +9.0614E-Ol -1.5197E+00, 14 -1.2,448E-02 +9.5194E-03 -2.7564E-02 +1.3285E+00 -1.2035E+00 is -2.7772E-02 +2.2747E-02 -1.1713E-02 +1.2952E+00 -1.0808E+00 16 -1.8321E-02 +2.4324E-02 +7.7823E-03 +8.4039E-01 -1.0965E+00 17 +3.4132E-02 +1.1098E-02 +1.2208E-02 -2.4880E-01 -1.6810E+do 18 +3.8383E-02 +1.0261E-02 -2.0586E-02 +2.5935E-02 -2.1014E+00 19 -5.9750E-03 +2.1313E-02 -2.0986E-02 +7.4080E-01 -1.3952E+00 20 -1.5228E-02 +1.6964E-02 -8.3308E-03 +7.3624E-01 -8.1033E-01 21 -1.0861E-02 +1.1619E-02 -7.2658E-04 +4.6439E-01 -4.9675E-01 22 -3.6960E-03 +7.3610E-03 +3.4441E-03 +1.9972E-01 -3.5610E-01 23 +1.0465E-01 +2.1934E-01 -3.8115E-02 -3.9740E+00 -9.8496E+00 24 +1.7009E-01 +2.5788E-01 +6.9298E-02 -5.6302E+00 -1.2630E+Ol 25 +3.0710E-03 +1.1558E-01 -9.4904E-03 -9.7112E-02 -4.9653E+00 26 -3.5825E-02 +6.6912E-02 -8.6076E-03 +1. 5591EE+00 -2.8855E+00 27 -2.7175E-02 +7.1321E-02 +6.9175E-03 +1.1801E+00 -3.0636E+00 28 +1.1741E-01 +2.0713E-01 -4.1655E-02 -4.3114E+00 -9.5353E+00 29 +1.1521E-01 +2.0387E-01 +3.4144E-02 -4.4197E+00 -9.1943E+00 30 -1.8130E-02 +6.3507E-02 -1.0661E-02 +8.3197E-01 -2.7681E+00 31 -2.1004E-02 +3.7046E-02 +6.6312E-03 +9.2807E-01 -1.6125E+00

- - - - Pacific Nuclear ~***

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H037 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-3, NODE 32, NORTH PLATE ELEMENT STRESSES :

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 32 --1.4412E-02 +2.0798E-02 +9.0029E-03 +7.0744E-01 -9.7992E-01 33 -4.7634E-03 +1.1871E-02 +1.1069E-02 +4.3910E-01 -7.4237E-01 34 +3.8094E-02 +7.7073E-02 -3.5776E-02 -7.1866E-01 -4.1951E+00 35 +9.9430E-02 +8.2178E-02 +6.3341E-02 -1.1468E+00 -6.6018E+00 36 +1.7069E-02 +1.0295E-01 +2.4078E-02 -4.5990E-01 -4.6609E+00 37 -1.3660E-02 +8.4904E-02 +6.7311E-03 +6.0233E-01 -3.6421E+00 38 -5.0606E-03 +9.2463E-02 -1.4147E-02 +3.0171E-01 -4.0309E+00 39 +5.9907E-02 +7.2113E-02 -3.2065E-02 -1.4238E+00 -4.2091E+00 40 +4.3889E-02 +6.0547E-02 +3.7064E-02 -6.0712E-01 -3.8488E+00 41 -1.4759E-02 +6.7344E-02 +2.9129E-02 +1.0259E+00 -3.2695E+00 42 -2.0493E-02 +3.5874E-02 +2.9516E-02 +1.4131E+00 -2.0694E+00 43 -1.4471E-02 +1.9573E-02 +2.4219E-02 +1.1542E+00 -1.3719E+00 44 -4.9057E-03 +9.6583E-03 +2.1695E-02 +8.7501E-01 -1.0778E+00 45 -8.5443E-04 +1.5133E-02 +2.6787E-03 +5.5096E-02 -6.6433E-01 46- +3.6403E-03 +1.4544E-02 +2.9853E-04 -1.5497E-01 -6.2091E-01 47 +2.1390E-02 +4.4123E-02 +5.3704E-03 -8.6125E-01 -1.s340E+o0 48 +1.6306E-02 +7.2884E-02 *-8.0222E-04 -6.9522E-01 -3.1102E+00 49 +1.7317E-02 +6.5584E-02 -2.1497E-03 -7.3478E-01 -2.8023E+00 50 +1.2876E-02 +2.8568E-02 -5.5981E-03 -4.7288E-01 -1.2954E+00 51 -3;2626E-02 +6.190 3E-05 +2.1366E-02 +1.8424E+00 -4.5303E-01 52 -2.4143E-02 +5.0827E-03 +4.3098E-02 +2..3483E+00 -1.5350E+00

53. -1.9821E-02 +3.6076E-03 +4.2727E-02 +2.2362E+00 -1.5444E+00 54 -1.0638E-02 -3.6766E-04 +3.5581E-02 +1.7687E+00 -1.2991E+00 55 -3.0998E-03 -3.4933E-03 +2.9199E-02 +1.3865E+00 -1.1052E+00 56 +1.5475E-02 +1.1128E-03 +8.9907E-03 +1.3707E-01 -8.4482E-01 57 +7.2441E-03 -7.1181E-03 -2.8321E-03 +3.2667E-01 -3.3205E-01 58 -1.3755E-02 -3.0327E-02 +8.4857E-04 +1.2958E+00 +5.8501E-01 59 -9.2497E-03 -4.9760E-02 -4.9235E-03 +2.1482E+00 +3.6949E-01 60 -1.3830E-02 -4.1751E-02 -7.8953E-04 +1.7823E+00 +5.8912E-01 61 -4.9306E-03 -1.4363E-02 -2.1789E-04 +6.1305E-01 +2.1016E-01 62 -9.6012E-02 -3.8694E-02 +2.3530E-02 +4.4559E+00 +1.2916E+00 63 -5.1124E-02 -3.5520E-02 +4.7480E-02 +3.9014E+00 -2.0456E-01 64 -1.7966E-02 -3.0451E-02 +4.6203E-02 +3.0221E+00 -9.5632E-01 65 -1.7732E-03 -2.3467E-02 +3.6714E-02 +2.1719E+00 -1.0950E+00 66 +1.2492E-03 -1.7476E-02 +2.8719E-02 +1.6350E+00 -9.4265E-01 67 +4.1157E-03 -5.8412E-02 -2.2583E-02 +2.8038E+00 -4.8722E-01 68 -7.5047E-02 -8.2387E-02 +6.8155E-02 +6.2708E+00 +4.4642E-01 69 -4.3703E-03 -1.0935E-01 +8.6318E-03 +4. 6957E+00 +1.5638E-01

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- - - - Pacific -Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H038 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-3, NODE 32, NORTH PLATE-ELEMENT STRESSES :

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 70 +6.2697E-03 -8.3521E-02 -9 5418E-03 +3.6063E+00 -3.1029E-01 71 -1.9242E-02 -7.4383E-02 -1.6832E-02 +3.3756E+00 +6.1909E-01 72 -3.258OE-02 -4.3766E-02 -2.0745E-02 +2.5454E+00 +7.1200E-01 73 -1.7774E-01 -9.1264E-02 +3.8295E-02 +8.2031E+00 +3.2744E+00 74 -6.1936E-02 -8.1421E-02 +4.3984E-02 +4.9804E+00 +1.1361E+00 75 -3.7056E-03 -4.8214E-02 +4.1826E-02 +3.1291E+00 -9. 1384E-Qi 76 +1.7440E-02 -2.7411E-02 +2.4942E-02 +1.6438E+00 -1.2184E+00 77 +8.3852E-03 -1.3657E-02 +1.9261E-02 +1.0593E+00 -8;3434E-01 78 -5.9838E-02 -1.9705E-01 -1.8165E-02 +8.5084E+00 +2.4522E+00 79 -7.6083E-02 -1.9966E-01 +7.2803E-02 +9.9566E+00 +1.8083E+00 80 +6.9069E-02 -6.6776E-02 -1.2228E-02 +2.8957E+00 -2.9935E+00 81 +2.0302E-02 -5.7327E-02 -3.0742E-02 +2.9025E+00 -1.3227E+00 82 -2.7203E-02 -7.5686E-02 -1.2803E-02 +3.3646E+00 +1.0253E+00 83 -1.2620E-01 -1.6399E-01 -5.5955E-03 +7.0314E+00 +5.3501E+00 84 -2.1528E-01 -1.8387E-01 +5.5724E-02 +1.0985E+01 +6.0449E+00 85 -6.0456E-02 -6.0377E-02 +1.3007E-02 +3.1327E+00 +2.0228E+00 86 +3.1801E-02 +5.1141E-04 +1.6523E-02 +2.8154E-01 -1.6602E+00 87 +5. 5124E-02 +2.5313E-02 +1.6277E-02 -7.7429E-01 -2.6577E+00 88 +1.4286E-02 +1.6028E-02 +9.9187E-03 -2.2189E-01 -1.0715E+00 89 +4.0613E-03 +5.2546E-03 -1.3048E-02 +3.5856E-01 -7.5604E-01 90 +1.0557E-01 +7.9390E-02 -3.0113E-02 -2.5448E+00 -5.3466E+00 91 +1.1462E-01 +6.1502E-02 -3.7127E-02 -1.8095E+00 -5.7048E+00 92 +2.118OE-02 -2.9048E-03 -1.7373E-02 +5.1205E-01 -1.2918E+00 93 -4.3094E-02 -4.0731E-02 -5.3013E-03 +2.0200E+00 +1.5565E+00 94 -1.2859E-01 -5.2733E-02 +7.1982E-03 +5.5153E+00 +2.2210E+00 95 -1.3625E-01 -3.9664E-02 -5.4928E-03 +5.8268E+00 +1.6790E+00 96 -6.1787E-02 -1.5397E-02 -8.5244E-03 +2.7010E+00 +5.9223E-01 97 +3.7941E-02 +2.9269E-02 +2.4547E-03 -1.2212E+00 -1.6464E+00 98 +6.3337E-02 +4.4048E-02 +6.3171E-03 -1.7990E+00 -2.7828E+00 99 +1.6547E-02 +2.6145E-02 +1.2145E-02 -3.5361E-01 -1.4679E+00 100 +2.9169E-02 +9.8011E-03 -1.8213E-02 +4.8730E-02 -1,7114E+00 101 +7.8672E-02 +1.1463E-02 -2.8469E-02 -4.3727E-02 -3.8020E+00 102 +7.6675E-02 +7.7307E-03 -1.6095E-02 -1.7742E-01 -3.4239E+00 103 +2.2205E-02 +9. 0508E-04 -1.3172E-02 +2.2971E-01 -1.2157E+00 104 -5.0132E-02 -9.3304E-03 -7.1703E-03 +2.1911E+00 +3.4590E-01 105 -1.1496E-01 -1.2915E-02 +8.5465E-04 +4.9052E+00 +5.5072E-01 106 -1.1721E-01 -8.6460E-03 -1.3463E-03 +5.0016E+00 +3.6819E-01 107 -5.6524E-02 -2.1543E-03 -5.1239E-03 +2.4321E+00 +7.1492E-02

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- - Pacific Nuclear ***

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H039 of H046 NPLATPE v. 1.-1.

PROJECT Monticello Nuclear Generating Plant CLIENT Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-3, NODE 32, NORTH PLATE ELEMENT STRESSES

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 108 +1.3092E-02 +3.0151E-03 -2.1624E-03 -1.0968E-01 -5.7755E-01 109 +3.9705E-02 +7.2415E-03 +8.5910E-03 -2.1795E-01 -1.7851E+00 110 +1.7017E-02 +8.1123E-03 -+9.0690E-03 -1.0503E-01 -9.6715E-01 MAX. BENDING STRESS - +12.63 ksi AT EL. 24. STRESS RATIO - +0.2488.

BOLT TENSION AND SHEAR : (UNITS: KIPS/BOLT)

BOLT TENSION SHEAR INTERACTION 1 -0.0095 +0.1642 0.0322 2 +0.5233 +0.2278 0.1490 3 +1.2539 +0.2882 0.3066 4 -0.1749 +0.2411 - 0.0473 MAX (+) : +1.2539 +0.2882 -0.3066 at bolt 3 INTERACTION - (T/Tallow)**(1.000) + WV/Vallow)*"(1.000)

- - - - P**c*********** *** **

- - - - Pacific Nuclear ****

NEC-3E6bDBF3 FRI MAR 07 12:50:43 2003 PAGE H040 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-3, NODE 36, NORTH POINTLOAD_____NITS:KPSAND__----__________________________S_________________

POINT LOADS : (UNITS: KIPS AND IN-KIPS)

NODE P Fx Fy Mx My T 65 -1.190 -0.5650 +0.7060 -12.76 -0.1320 +0.000 EQUILIBRIUM CHECK : (UNITS: KIPS AND IN-KIPS)

NODE -P- -Mx- -My- I NODE -Mx- -My-65 -1.190E+00 -1.276E+01 -1.320E-01 NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- I NODE -W- -THETAx- -THETAy-1 +4.086E-03 +4.662E-04 +2.673E-04 1 67 +2.056E-03 -1. 470E-03 -7. 952E-05 2 +3.898E-03 +3.112E-04 +1. 903E-05 1 68 +1. 893E-03 -1.267E-03 +3.701E-04 3 +3.960E-03 +2.048E-04 -2.691E-04 1 69 +1. 534E-03 -9.222E-04 +5. 657E-04 4 +4.318E-03 +6. 180E-05 -6. 639E-04 1 70 +1. 070E-03 -5. 655E-04 +6.576E-04 5 +4.887E-03 -6.458E-05 -7.891E-04 1 71 +5. 655E-04 -2. 675E-04 +6.791E-04 6 +5.52BE-03 -1. 901E-04 -3.810E-04 1 72 +5.961E-05 -3. 155E-05 +6. 667E-04 7 +5.491E-03 -2.229E-04 +5.015E-04 l 73 +2.676E-04 -1.354E-03 -1.484E-04 8 +4.525E-03 -2.179E-04 +1.377E-03 1 74 +3.780E-04 -1.369E-03 -5.272E-05 9 +3.347E-03 -2.163E-04 +1. 699E-03 1 75 +3.830E-04 -1.345E-03 -4.478E-05 10 +2.068E-03 -1. 971E-04 +1. 665E-03 1 76 +4.681E-04 -1.137E-03 -1. 330E-04 11 +8.886E-04 -1.413E-04 +1. 472E-03 1 77 +5.432E-04 -1.049E-03 -5.469E-05 12 -1.665E-04 -9.282E-05 +1. 375E-03 1 78 +5.499E-04 -1.245E-03 -7.070E-06 13 +4.444E-03 +5.004E-04 +3.737E-04 1 79 +6.197E-04 -1.408E-03 -7.881E-05 14 +4.109E-03 +2.893E-04 +2.104E-04 1 80 +6.505E-04 -1.174E-03 -1. 611E-05 15 +4.071E-03 +8.380E-05 -9.179E-05 1 81 +6.340E-04 -8.211E-04 +9.042E-05 16 +4.336E-03 +3.094E-06 -5.721E-04 1 82 +5.066E-04 -5.167E-04 +2.445E-04 17 +4.839E-03 -7.363E-05 -7.051E-04 1 83 +2.806E-04 -2.720E-04 +3. 470E-04 18 +5.425E-03 -1. 139E-04 -3.705E-04 1 84 +2.532E-06 -6.728E-05 +3.835E-04 19 +5.395E-03 -4.524E-05 +4.904E-04 *l 85 -7.362E-04 -3.533E-04 +2.756E-04 20 +4.415E-03 -8.343E-05 +1. 414E-03 1 86 -9.725E-04 -1.340E-03 -5.506E-05 21 +3.199E-03 -1. 765E-04 +1.749E-03 1 87 -7.336E-04 -5.532E-04 -6.498E-04 22 +1.903E-03 -2.476E-04 +1. 640E-03 I 88 -3.218E-04 -3.936E-04 -3.989E-04 23 +7.740E-04 -1. 457E-04 +1. 391E-03 i 89 -1. 696E-04 -3.950E-04 -1. 666E-05 24 -2.279E-04 -5.300E-05 +1.317E-03 1 90 -3.787E-04 -4.237E-04 +4.505E-04 25 +4.786E-03 +2.802E-04 +4.075E-04 1 91 -7.705E-04 -1. 380E-03 -7.844E-05 26 -+4.398E-03 +5.571E-04 +5.318E-04 1 92 -2.764E-04 -4.592E-04 -5. 449E-04 27 +4.180E-03 +3.778E-04 +1. 925E-04 1 93 +7.643E-06 -4.098E-04 -2.399E-04 28 +4.347E-03 +2.830E-05 -4.590E-04 I 94 +1.026E-04 -2.686E-04 -2.607E-05

- - t* Pacific Nuclear ***

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H041 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-3, NODE 36, NORTH NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- --THETAy- I NODE -W- -THETAx- -THETAy-29 +4.746E-03 -2.078E-04 -5. 856E-04 95 +6.553E-05 -1.448E-04 +1.109E-04 30 +5.293E-03 -3.069E-04 -4.357E-04 1 96 -4.364E-05 -1.980E-05 +1. 662E-04 31 +5.383E-03 -1. 881E-05 +4.731E-04 1 97 -7.445E-04 +4.842E-04 +4.761E-05 32 +4.366E-03 -9.559E-05 +1.501E-03 1 98 -7.391E-04 +7.721E-04 -2.315E-04 33 +3.086E-03 -1.273E-04 +1. 839E-03 1 99 -5.830E-04 +5.811E-04 -3. 644E-04 34 +1.744E-03 -8. 618E-05 +1.605E-03 I 100 -3.389E-04 +2.716E-04 -2.433E-04 35 +7.'054E-04 -1.233E-05 +1.264E-03 1 101 -2.548E-04 +1.586E-04 +3.242E-05 36 -2.253E-04 +6.293E-05 +1.235E-03 1 102 -4.563E-04 +2.699E-04 +3.276E-04 37 +4.528E-03 -6.157E-04 +7. OSOE-05 I 103 .-6.962E-04 +6.245E-04 -1.091E-05, 38 +4.549E-03 -1.358E-03 -4.219E-05 1 104 -4.154E-04 +1.936E-04 -3. 927E-04 39 +4.393E-03 -4.825E-04 +4.241E-04 1 105 -1.616E-04 +1.943E-05 -2.601E-04 40 +4.209E-03 -4.846E-04 +2.688E-05 1 106 -3.154E-05 -1.748E-05 -9.587E-05 41 +4.328E-03 -6.902E-04. -2. 879E-04 1 107 -3.753E-06 -1.654E-06 +1.024E-05 42 +4.676E-03 -8.842E-04 -3.672E-04 1 108 -3.117E-05 +4.575E-05 +5.293E-05 43 +4.935E-03 -1.421E-03 -6.755E-05 1 109 -2.796E-04 +6.627E-04 -3.553E-05 44 +4.051E-03 -5. 655E-04 +1.417E-03 1 110 -2.112E-04 +6.567E-04 -1.076E-04' 45 +2.908E-03 -3.203E-04 +1.578E-03 1 111 -1.474E-04 +5.732E-04 -1. 359E-04 46 +1.763E-03 -3.490E-05 +1.439E-03 1 112 -6.093E-05 +4.354E-04 -7.683E-05 47 +7.693E-04 +7.410E-05 +1.221E-03 1 113 -5.085E-05 +3.605E-04 +5. 466E-05 48 -1.034E-04 +1.608E-04 +1.138E-03 1 114 -1.763E-04 +4.190E-04 +1. 616E-04 49 +3.283E-03 -1. 527E-03 +1.807E-04 1 115 -2.825E-04 +4.856E-04 +1.663E-05 50 +3.182E-03 -1.383E-03 -4.591E-05 1 116 -2.010E-04 +3.178E-04 -1. 556E-04 51 +3.245E-03 -1.397E-03 -1. 172E-04 1 117 -8.15BE-05 +1.672E-04 -1. 427E-04 52 +3.294E-03 -1.265E-03 -5.473E-05 1 118 -1.744E-06 +8.818E-05 -6.775E-05 53 +3.354E-03 -1.250E-03 -1.086E-04 1 119 +2.368E-05 +6.780E-05 -5.003E-06 54 +3.466E-03 -1.402E-03 -7.756E-05 1 120 +1.474E-05 +7.599E-05 +2.180E-05 55 +3.508E-03 -1.437E-03' -7.198E-05 1 121 +2.073E-04 +6.387E-04 -4.094E-05 56 +3.117E-03 -1.145E-03 +8.030E-04 1 122 +2.553E-04 +6.084E-04 -5.176E-05 57 +2.384E-03 -7.272E-04 +1.084E-03 1 123 +2.765E-04 +5.632E-04 -3. 440E-05 58 +1.556E-03 -3.672E-04 +1. 096E-03 1 124 +2.865E-04 +4.812E-04 +1.234E-05 59 +7.635E-04 -1.059E-04 +1.012E-03 1 125 +2.511E-04 +4.272E-04 +8. 13BE-05 60 +3.249E-05 +8.695E-05 +9. 483E-04 I 126 +1.381E-04 +4.176E-04 +1.292E-04 61 +1.736E-03 -1. 532E-03 -3.918E-05 1 127 +3.964E-05 +3.985E-04 +5.816E-05 62 +1.776E-03 -1.433E-03 -5.020E-05 1 128 +2.898E-05 +2.973E-04 -3.209E-05 63 +1.801E-03 -1.492E-03 -5.246E-05 1 129 +5.995E-05 +1.994E-04 -4.373E-05 64 +1.843E-03 -1.581E-03 -6.017E-05 1 130 +8.424E-05 +1.298E-04 -1. 864E-05 65 +1.893E-03 -1.671E-03 -7.309E-05 I 131 +8.788E-05 +9.574E-05 +7.350E-06

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H042 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-3, NODE 36, NORTH

_____OD__________L___

DISPLACE____ENTS________NITS:___INC__ES__AND__RADI____S)

NODAL DISPLACEMENTS : (UNITS: INCHES AND RADIANS)

NODE -W- -THETAx- -THETAy- I NODE -W- -THETAx- -THETAy-66 +1.973E-03 -1.570E-03 -8.370E-05 I 132 +7.765E-05 +8.928E-05 +1.838E-05 PLATE ELEMENT STRESSES :

+S1 -S2 +S2 -Sl El. -Mx- -My- -Mxy- TOP BOT TOP BOT 1 +2.9169E-02 +9.8011E-03 +1.8213E-02 +4.8730E-02 -1.7114E+00 2 +7.8672E-02 +1.1463E-02 +2.8469E-02 -4.3727E-02 -3.8020E+00 3 +7.6675E-02 +7.7307E-03 +1.6095E-02 -1.7742E-01 -3.4239E+00 4 +2.2205E-02 +9.0508E-04 +1.3172E-02 +2.2971E-01 -1.2157E+00 5 -5.0132E-02 -9.3304E-03 +7.1703E-03 +2.1911E+00 +3.4590E-01 6 -1.1496E-01 -1.29f5E-02 -8.5465E-04 +4.9052E+00 +5.5072E-01 7 -1.1721E-01 -8.6460E-03 +1.3463E-03 +5.0016E+00 +3.6819E-01 8 -5.6524E-02 -2.1543E-03 +5.1239E-03 +2.4321E+00 +7.1492E-02 9 +1.3092E-02 +3.0151E-03 +2.1624E-03 -1.0968E-01 -5.7755E-01 10 +3.9705E-02 +7.2415E-03 -8.5910E-03 -2.1795E-01 -1.7851E+00 11 +1.7017E-02 +8.1123E-03 -9.0690E-03 -1.0503E-01 -9.6715E-01 12 +4.0613E-03 +5.2546E-03 +1.3048E-02 +3.5856E-01 -7.5604E-01 13 +1.0557E-01 +7.9390E-02 +3.0113E-02 -2.5448E+00 -5.3466E+00 14 +1.1462E-01 +6.1502E-02 +3.7127E-02 -1. 8095E+00 -5.7048E+00 15 +2.1180E-02 -2.9048E-03 +1.7373E-02 +5.1205E-01 -1.2918E+00 16 -4.3094E-02 -4.0731E-02 +5.3013E-03 +2.0200E+00 +1.5565E+00 17 -1.2859E-01 -5.2733E-02 -7.1982E-03 +5.5153E+00 +2.2210E+00 18 -1.3625E-01 -3.9664E-02 +5.4928E-03 +5.8268E+00 +1.6790E+00 19 -6.1787E-02 -1.5397E-02 +8.5244E-03 +2.7010E+00 +5.9223E-01 20 +3.7941E-02 +2.9269E-02 -2.4547E-03 -1.2212E+00 -1.6464E+00 21 +6.3337E-02 +4.4048E-02 -6.3171E-03 -1.7990E+00 -2.7828E+00 22 +1.6547E-02 +2.6145E-02 -1.2145E-02 -3.5361E-01 -1.4679E+00 23 -5.9838E-02 -1.9705E-01 +1.8165E-02 +8.5084E+00 +2.4522E+00 24 -7.6083E-02 -1.9966E-01 -7.2803E-02 +9.9566E+00 +1.8083E+00 25 +6.9069E-02 -6.6776E-02 +1.2228E-02 +2.8957E+00 -2.9935E+00 26 +2.0302E-02 -5.7327E-02 +3.0742E-02 +2.9025E+00 -1.3227E+00 27 -2.7203E-02 -7.5686E-02 +1.2803E-02 +3.3646E+00 +1.0253E+00 28 -1.2620E-01 -1.6399E-01 +5.5955E-03 +7.0314E+00 +5.3501E+00 29 -2.1528E-01 -1.8387E-01 -5.5724E-02 +1.0985E+01 +6.0449E+00 30 -6.0456E-02 -6.0377E-02 -1.3007E-02 +3.1327E+00 +2.0228E+00 31 +3.1801E-02 +5.1141E-04 -1.6523E-02 +2.8154E-01 -1.6602E+00

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H043 of H046 -

NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100.

Supports DGEH-2, 3, 5, 6 SUPPORT DGEN-3, NODE 36, NORTH PLATE ELEMENT STRESSES :

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 32 +5.5124E-02 +2.5313E-02 -1.6277E-02 -7.7429E-01 -2. 6577E+00 33 +1.4286E-02 +1.6028E-02 -9.9187E-03 -2.2189E-01 -1.0715E+00 34 +4.1157E-03 -5. 8412E-02 +2.2583E-02 +2.8038E+00 -4.8722E-01 35 -7.5047E-02 -8.2387E-02 -6.8155E-02 +6.2708E+00 +4.4642E-01 36 -4.3703E-03 -1.0935E-01 -8.6318E-03 +4.6957E+00 +1.5638E-01 37 +6.2697E-03 -8.3521E-02 +9.5418E-03 +3.6063E+00 -3.1029E-01 38 -1.9242E-02 -7.4383E-02 +1.6832E-02 +3.3756E+00 +6. 1909E-01 39 -3.258OE-02 -4.3766E-02 +2.0745E-02 +2.5454E+00 +7.1200E-01 40 -1.7774E-01 -9.1264E-02 -3.8295E-02 +8.2031E+00 +3.2744E+00 41 -6.1936E-02 -8.1421E-02 -4.3984E-02 +4.9804E+00 +1.1361E+00 42 -3.7056E-03 -4.8214E-02 -4.1826E-02 +3.1291E+00 -9.1384E-01 43 +1.7440E-02 -2.7411E-02 -2.4942E-02 +1.6438E+00 -1.2184E+00 44 +8.3852E-03 -1.3657E-02 -1.9261E-02 +1.0593E+00 -8.3434E-01 45 +1.5475E-02 +1.1128E-03 -8.9907E-03 +1.3707E-01 -8.4482E-01 46 +7.2441E-03 -7.1181E-03 +2.8321E-03 +3.2667E-01 -3.3205E-01 47 -1.3755E-02 -3.0327E-02 -8.4857E-04 +1.2958E+00 +5.8501E-01 48 -9.2497E-03 -4.9760E-02 +4.9235E-03 +2.1482E+00 +3.6949E-01 49 -1.3830E-02 -4.1751E-02 +7.8953E-04 +1.7823E+00 +5.8912E-01 50 -4.9306E-03 -1.4363E-02 +2.1789E-04 +6.1305E-01 +2.1016E-01 51 -9.6012E-02 -3.8694E-02 -2.3530E-02 +4.4559E+00 +1.2916E+00 52 -5.1124E-02 -3.5520E-02 -4.7480E-02 +3.9014E+00 -2.0456E-01 53 -1.7966E-02 -3.0451E-02 -4.6203E-02 +3.0221E+00 -9.5632E-01 54 -1.7732E-03 -2.3467E-02 -3.6714E-02 +2.1719E+00 -1.0950E+00 55 +1.2492E-03 -1.7476E-02 -2.8719E-02 +1.6350E+00 -9.4265E-01 56 -8.5443E-04 +1.5133E-02 -2.6787E-03 +5.5096E-02 -6.6433E-01 57 +3.6403E-03 +1.4544E-02 -2.9853E-04 -1.5497E-01 -6.2091E-01 58 +2.1390E-02 +4.4123E-02 -5.3704E-03 -8.6125E-01 -1.9340E+00 59 +1.6306E-02 +7.2884E-02 +8.0222E-04 -6.9522E-01 -3.1102E+00 60 +1.7317E-02 +6.5584E-02 +2.1497E-03 -7.3478E-01 -2.8023E+00 61 +1.2876E-02 +2.8568E-02 +5.5981E-03 -4.7288E-01 -1.2954E+00 62 -3.2626E-02 +6.1903E-05 -2.1366E-02 +1.8424E+00 -4.5303E-01 63 -2.4143E-02 +5.0827E-03 -4.3098E-02 +2.3483E+00 -1.5350E+00 64 -1.9821E-02 +3.6076E-03 -4.2727E-02 +2.2362E+00 -1.5444E+00 65 -1.0638E-02 -3.6766E-04 -3.5581E-02 +1.7687E+00 -1.2991E+00 66 -3.0998E-03 -3.4933E-03 -2.9199E-02 +1.3865E+00 -1.1052E+00 67 +3.8094E-02 +7.7073E-02 +3.5776E-02 -7.1866E-01 -4.1951E+00 68 +9.9430E-02 +8.2178E-02 -6.3341E-02 -1.1468E+00 -6.6018E+00 69 +1.7069E-02 +1.0295E-01 -2.4078E-02 -4.5990E-01 -4.6609E+00

- - - - Pacific Nuclear ****

***F* ** **** ******* ,***** **

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H044 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGER-3, NODE 36, NORTH PLATE ELEMENT STRESSES

+S1 -S2 +S2 -S1 El. -Mx- -My- -Mxy- TOP BOT TOP BOT 70 -1.3660E-02 +8.4904E-02 -6.7311E-03 +6.0233E-01 -3.6421E+00 71 -5.0606E-03 +9.2463E-02 +1.4147E-02 +3.0171E-01 -4.0309E+00 72 +5.*9907E-02. +7.2113E-02 +3.2065E-02 -1.4238E+00 -4.2091E+00 73 +4.3889E-02 +6.0547E-02 -3.7064E-02 -6.0712E-01 -3.8488E+00 74 -1.4759E-02 +6.7344E-02 -2.9129E-02 +1.0259E+00 -3.2695E+00 75 -2.0493E-02 +3.5874E-02 -2.9516E-02 +1.4131E+00 -2.0694E+00 76 -1.4471E-02 +1.9573E-02 -2.4219E-02 +1.1542E+00 -1.3719E+00 77 -4.9057E-03 +9.6583E-03 -2.1695E-02 +8.7501E-01 -1.0778E+00 78 +1.0465E-01 +2.1934E-01 +3.8115E-02 -3.9740E+00 -9.8496E+00 79 +1.7009E-01 +2.5788E-01 -6.9298E-02 -5.6302E+00 -1.2630E+01 80 +3.0710E-03 +1.1558E-01 +9.4904E-03 -9.7112E-02 -4.9653E+00 81 -3.5825E-02 +6.6912E-02 +8.6076E-03 +1.5591E+00 -2.8855E+00 82 -2.7175E-02 +7.1321E-02 .-6.9175E-03 +1.1801E+00 -3.0636E+00 83 +1.1741E-01 +2.0713E-01 +4.1655E-02 -4.3114E+00 -9.5353E+00 84 +1.1521E-01 +2.0387E-01 -3.4144E-02 -4.4197E+00 -9.1943E+00 85 -1.8130E-02 +6.3507E-02 +1.0661E-02 +8.3197E-01 -2.7681E+00.

86 -2.10044E-02 +3.7046E-02 -6.6312E-03 +9.2807E-01 -1.6125E+00 87 -1.4412E-02 +2.0798E-02 -9.0029E-03 +7.0744E-01 -9.7992E-01' 88 -4.7634E-03 +1.1871E-02 -1.1069E-02 +4.3910E-01 -7.4237E-01 89 +2.6357E-02 +1.3269E-02 -2.9099E-03 -5.3978E-01 -1.1509E+00 90 +1.9118E-02 -4.7374E-03 +2.5805E-02 +9.0614E-01 -1.5197E+00 91 -1.2448E-02 +9.5194E-03 +2.7564E-02 +1.3285E+00 -1.2035E+00 92 -2.7772E-02 +2.2747E-02 +1.1713E-02 +1.2952E+00 -1.0808E+00 93 -1.8321E-02 +2.4324E-02 -7.7823E-03 +8.4039E-01 -1.0965E+00

94. +3.4132E-02 +1.1098E-02 -1.2208E-02 -2.4880E-01 -1.6810E+00 95 +3.8383E-02 +1.0261E-02 +2.0586E-02 +2.5935E-02 -2.1014E+00 96 -5.9750E-03 +2.1313E-02 +2.0986E-02 +7.4080E-01 -1.3952E+00 97 -1.5228E-02 +1.6964E-02 +8.3308E-03 +t.3624E-01 -8.1033E-01 98 -1.0861E-02 +1.1619E-02 +7.2658E-04 +4.6439E-01 -4.967SE-01 99 -3.6960E-03 +7.3610E-03 -3.4441E-03 +1.9972E-01 -3.5610E-01 i0o +3.7832E-03 -5.0001E-03 +2.4000E-03 +2.3949E-01 -1.8757E-01 101 -1.0497E-04 *-4..9748E-03 +1.1770E-02 +6.2121E-01 -4.0447E-01 102 -8.8735E-03 .+3.7850E-04 +1.3499E-02 +7.9007E-01 -4.2761E-01 103 -1.5573E-02 +4.8788E-03 +8.0644E-03 +7.8381E-01 -3.2751E-01 104 -9.0020E-03 +2;.8461E-03 -1.1350E-03 +3.8868E-01 -1.2603E-01 105 +1.2641E-02 -3.7244E-03 -7.1609E-04 +1.6024E-01 -5.4069E-01 106 +1.5364E-02 -4.5322E-03 +1.1932E-02 +4.3175E-01 -8.9393E-01 107 +2.0769E-04 +1.0538E-03 +1.5349E-02 +6.2825E-01 -6.8207E-01

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE H045 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6 SUPPORT DGEH-3, NODE 36, NORTH PLATE ELEMENT STRESSES :

+S1 -S2 +S2 -51 El. -Mx- -My- -bMxy- TOP BOT TOP BOT 108 -7.2692E-03 +4.0888E-03 +9.7078E-03 +5.4772E-01 -4.1202E-01 109 -6.3371E-03 +4.0083E-03 +3.7775E-03 +3,2297E-01 -2.2361E-01 110 -2.3779E-03 +2.7890E-03 +2.4531E-04 +1.0195E-01 -1.1950E-01 MAX. BENDING STRESS - +12.63 ksi AT EL. 79. STRESS RATIO - +0.2488.

BOLT TENSION AND SHEAR : (UNITS: KIPS/BOLT)

BOLT TENSION SHEAR INTERACTION 1 +0.5233 +0.2278 0.1490 2 -0.0095 +0.1642 0.0322 3 -0.1749 +0.2411 0.0473 4 +1.2539 +0.2882 0.3066 MAX (+) +1.2539 +0.2882 0.3066 at bolt 4 INTERACTION - (T/Tallow)**(1.000) + (V/Vallow)**(1.000).

*** ******M********************************-M Y *************** **********

S-U-M-M-A-R-Y MAXIMUM PLATE BENDING: I SUPPORT DGEH-2, NODE 46, EAST-WEST Stres____________- 2 s o Stress - 26.77 ksi for element #79 (its. 86, 87, 98, 99)

Interaction - 52.74% of bending allowable (50.77 ksi)

MAXIMUM BOLT LOADS:

Tension - 3.077 k (Jt. 99) I SUPPORT DGEH-2, NODE 46, EAST-WEST Shear - 1.865 k (Jt. 27) I SUPPORT DGEH-2, NODE 46, EAST-WEST I.

Interaction - 0.9793 (Jt. 99) 1 SUPPORT DGEH-2, NODE 46, EAST-WEST

- - - - Pacific Nuclear ****

NEC-3E68DBF3 FRI MAR 07 12:50:43 2003 PAGE 1046 of H046 NPLATE v. 1.1.0 PROJECT : Monticello Nuclear Generating Plant CLIENT : Nuclear Management Company MN03-P022637-100 Supports DGEH-2, 3, 5, 6

- - - - END ************************************

MONTICELLO NUCLEAR GENERATING PLANT 3345 l TITLE: VENDOR CALCULATION REVIEW CHECKLIST Revision 3 Page 1 of 1 CA- 03 - 030 Attachment z The purpose of the review is to ensure that the vendor calculation or analysis complies with the conditions of the purchase order and is appropriate for its intended use. The purpose of the review is not to serve as an independent verification. Independent verification of the calculation or analysis by the vendor should be evident in the document.

The reviewer should use the criteria below as a guide to assess the overall quality, completeness and usefulness of the calculation or analysis. The reviewer is not required to check the vendor's calculations in detail.

See 4 AWI-05.01.25 (CALCULATION/ANALYSIS CONTROL) for guidance. Place initials by items reviewed.

REVIEW

1. Form 3544 (PIPING AND SUPPORT NUMBERING) completed for calculations affecting piping or supports.

2. Design inputs correspond to those which were transmitted to the vendor.

3. Assumptions are described and reasonable. Basis for assumptions identified.

4. Applicable codes, standards and regulations are identified and met.

5. Applicable construction and operating experience is considered.

6. Applicable structure(s), system(s), and component(s) are listed.

7. Formulas and equations documented and unusual symbols are defined.

8. Acceptance criteria are identified, adequate and satisfied.

9. Results are reasonable compared to inputs.

10. Source documents are referenced.

.11. The calculation is appropriate for its intended use.

12. The calculation complies with the terms of the Purchase Order. v v

13. Inputs, assumptions, outputs, etc. which could affect plant operation are enforced by adequate procedural controls. List any affected procedures.

Ace Completed By: / Date: ti//4o 3087 (DOCUMENT CHANGE, HOLD AND COMMENT FORM) incorporated:

FOR ADMINISTRATIVE Resp Supv: CNSTP T Assoc Ref: 4 AWI-05.01.25 S5R: N Freq: 0 vrs I ARMS: 3345 i Doe Tvoe: 3042 1Admin initials: Date:

Approved (Signatures available in Master File) 0

L-MT-03-031, Operability Evaluation of the EDG Exhaust Piping for a Tornado Event, Rev 0, Attachments F Through H

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L-MT-03-031, Operability Evaluation of the EDG Exhaust Piping for a Tornado Event, Rev 0, Attachments F Through H

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