ML031250548
| ML031250548 | |
| Person / Time | |
|---|---|
| Site: | Diablo Canyon  |
| Issue date: | 03/03/2003 |
| From: | Tumminelli S Enercon Services |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| +sispmjr200505, -RFPFR, DIL-03-003, TAC L23399 PGE-009-CALC-006, Rev 1 | |
| Download: ML031250548 (56) | |
Text
ENERCON HI SERVICES, INC.
Appendix TPad-TH to Calculation PGE-009-CALC-006 Sheet 1 of 7 Originator:
Date:
Revised:
S. C. Tumminelli September 20, 2002 March 3, 2003 Appendix TPad-TH This Appendix presents the ANSYS plots documenting the pad applied temperatures for the constrained I
model thermal stress analysis.
Sheet 2 of 7 F
'ENERCON F
SERVICES, INC.
Appendix TPad-TH to Calculation PGE-009-CALC-006 IJCrAL SCVICT'YN S-EP=T SUB =
3EETL'P (AVG)
.RsYs=r' DMX =.0341:3 SWfl =13.61 SMX =2.33 AN 3333.
1 2502 s':21:51 10.67 13.039 11.854 14.223 PAD RESPONSE AT ENC OF 0.25 DAYS
- 15. 408 17.rr?
20.146
- 18. 261
- 16. 592 21.33 Figure T-1 NODAL SCIUl.ION STEP=2 SUB =;
BFETEFM (AVG)
RSYS9C DMX =.371745
=2Q =12.5 SMX =46.66 AM All.. 1 2002
..7:32:55 L
12.5 20.091 lc.296 23.387 PAD RESPONSE AT END OF 0.50 DAYS
- 27. 682 31.478 35.273 39.069
- 42. _64
- 46. 6 Figure T-2
Sheet 3 of 7 FI ENERCON
-.2 SERVICES, INC.
Appendix TPad-TH to Calculation PGE-009-CALC-006 NC:AL SG.LVX'N S-EP=3 SUB =;
BFETEMP WAV,3 R.SY5=0.
DMK =.52rEg-SN =.5 5.-
AN
-rJ-'
I nozv
,.7: 36:20 IPAD X.
9.5
- 19. 831 14.E66 24.997 RESPONSE AT END OF 0.625 DAYS 30.162 40.493 50.824 45.659 55.99 35.328 Figure T-3 l;^'AL SCl.U-ION S-EP=4 EZ3 =1 BFETESP (AVG)
RSYS=C 21% =. 6-31, MS =4.1 SIX =76.31 AN MI I 2'02 Si7:42. :5
_rol L
=
M__ _
4.1 20.147 12.123 2S. 17 PAD RESPONSE Af END OF 1.125 DAYS
- 36. 193 52.24 4 4.217 E9. 287 E6.263 7 6. 31 Figure T-4
Sheet 4 of 7 F,
a ENERCON SERVICES, INC.
Appendix TPad-TH to Calculation PGE-009-CALC-006 lN:MV SOLUIF-ON SHIEP=-
SUB ='
lFETENF (AVG!
l PSYS-C 3M
=.634324 22C.391 38.782 11.19S 29.5272 PAD RESPONSE AT END OF 1.E25 DAYS AN vat 1 N2vQ
,.:42:_4 57.17 3 75.534
- 66. 369
- 84. 76 Figure T-5 Figure T-6
Sheet 5 of 7
,'j ENERCON
.3 SERVICES, INC.
- Fv-
.F Appendix TPad-TH to Calculation PGE-009-CALC-006
.vZA.L SCLU7. tON S--EP=7 SUB =1 BFETEJ4P (AV.3)
RSYS=;
DIm =. c3t-511 5Bm =1 S.Yt =,37. I AN 3V2 1 2G02
.e7: 53: 03 1
20.14 1PA 57 29.71 PAD RESPONSE AT END OF 2.375 DAYS
-A ----- -h -Q ---
3.5.. &
48.e5 67.99 7'. 56 37.13 Figure T-7 SC1ZDp SOLUTIiON SUB =1 BFETSMFP (AVG)
RsYS'O D
=.635023 SM
.5 S5X -84.41 AN i 2tC*2 se:0.:2s I.'.
I ;S,,,,,m
.5 19.147 9.923 28.47 PAD RESPONSE AT END OF 3.125 DAYS 5
r n
A o
P
.31. 793 56.44
- 47. 117 75.0Q7 65.763 84.41 Figure T-8
Sheet 6 of 7 ENERCON SERVICES, INC.
Appendix TPad-TH to Calculation PGE-009-CALC-006 N=DAIL SOLUT ION S-EP=3 SUB =1 BFETE04P (AVG)
RSYS=G DBX =.f3Z^62 SNM =.2 SMX =77.3
)N-JU 7 ~0 ix-
.2 17.333 8.767 25.9 PAD PZSPONSE AT END OF 4.125 DAYS 7 a A tt eN r
tA 34.46 S1. b 43.033
- 68. 733 O0. 1 r7 77.3 Figure T-9 NBDAL SCLUTI0N AN S.EP=10 ce:oE:13 SUB =1 EFETEMP (AVG)
RSYs-0 tM =. E27e7 sm =.2 SNX =64.5e
.2 14.507 28.813 43.12 57.427 7.353 21.66 35.967 50.273 64.58 PAD RESPONSE AT END OF 6.125 DAYS Figure T-10
Sheet 7 of 7 v'!
ENERCON pi,
SERVICES, INC.
Appendix TPad-TH to Calculation PGE-009-CALC-006 NCnA SC7V7-.ON BMTENMP (AVG)
F.S'ys=of D
.23872 SNN =.2 S
=57.e3 AN Jag 1 22iv2
-8:OS:4.
-i j
.2 13.(07 6.603 19.41 PAD RESPONSE At END OF 7.875 DAYS 25.613
- 35. 62
- 51. 427
- 45. 023 32.217 E5.53 Figure T-11
Sheet 1 of 8 ENERCON SERVICES, INC.
Appendix LSPad-TH to Calculation PGE-009-CALC-006 Originator:
S. C. Tumminelli Date:
September 20, 2002 Revised:
March 3, 2003 Appendix LSPad-TH This Appendix presents the ANSYS plots of the pad vertical displacements for the constrained model thermal stress analysis for the individual load steps.
Sheet 2 of 8 F'J ENERCON SERVICES, INC.
Appendix LSPad-TH to Calculation PGE-009-CALC-006 l
S-Bt'=l j !SU3=B NMDA.L SOLL7!Ow
- 9. EP=-
SUSB =:
TIE=1
'm' IAVr) r1SY5-=G MX =.034113 SMN =-.o0e248 SMX.029793 Figure LS Time 0.00 to 0.25 days AWd J'I i 2 C (2 1C:34:27 Xi_-
~rI I
.4R60
~
-. U 0 2 4 3.
2 0 ~ -C
- 0 0 6 5 9.
0 1 1 1 3.
0 2 5 5 6 7
-.- 0 21 4432
.01296
- 1 3
.02134
.029793 DELTA F-0.2 TO 0.25 DAYS Figure LS-1A - Time 0.00 to 0.25 days
Sheet 3 of 8 F*-
ENERCON A
03SERVICES, INC.
Appendix LSPad-TH to Calculation PGE-009-CALC-006 Figure LS Time 0.25 to 0.50 days AN NC-PA ECLUTION AN1 3.EP=21c'35 16 3UBt UY (AVG)
R SYS=C-O~4X =.355473 SMK =
13841 SMX =.350473
-.101.7V1 148077
.229035
.309994
.026639
.107597
.185556
.269515
.350473 DELTA T C.25 TO 0.50 DAYS Figure LS-2A - Time 0.25 to 0.50 days CGA
Sheet 4 of 8 F'I ENERCON
- 2 3SERVICES, INC.
Appendix LSPad-TH to Calculation PGE-009-CALC-006 Figure LS Time 0.50 to 0.625 days i CwDA1 SCLUION~e SSEP=4 SUB =1 Figure LS Time 0.625 to 1.125 days UQ
Sheet 5 of 8 F>
ENERCON SERVICES, INC.
Appendix LSPad-TH to Calculation PGE-009-CALC-006 AN ICDAL SOLMTN 7 O v.
S7EP=5 la-64 SUB =2X Tf4E=5 UY (AVG)
Rsys=O DM
..017677
_M l0 -03 Fiue395-ie1.2 t9.25dy SM tHX.017M7 Figure LS-5A - Time 1.125 to 1.625 days
Sheet 6 of 8 ENERCON 3 SERVICES INC Appendix LSPad-TH to Calculation PGE-009-CALC-006 Figure LS Time 1.625 to 2.125 days xCDAL SOLUTION STEP=-~
SUB El lT!
Figure LS Time 2.125 to 2.375 days
Sheet 7 of 8 ENERCON A
SERVICES, INC.
Appendix LSPad-TH to Calculation PGE-009-CALC-006 Figure LS Time 2.375 to 3.125 days l NCUAL S~CiON STEP=,
SU8 =11 ir-Figure LS Time 3.125 to 4.125 days C?3
Sheet 8 of 8 FI ENERCON SERVISN,'C Appendix LSPad-TH to Calculation PGE-009-CALC-006 Figure LS Time 4.125 to 6.125 days I 7 Figure LS Time 6.125 to 7.875 days
ENERCON SERVICES, INC. Appendix LCPad-TH to Calculation PGE-009-CALC-006 Sheet 1 of 8 Originator:
S. C. Tumminelli Date:
September 20, 2002 Revised:
March 3, 2003 I
Appendix LCPad-TH This Appendix presents the ANSYS plots of the pad vertical displacements for the constrained model thermal stress analysis summed Load Cases.
-,]
ENERCON
- l, 1 SERVICES, INC.
Appendix LCPad-TH to Calculation PGE-009-CALC-006 Sheet 2 of 8 Figure LC Time 0.25 days Figure LC Time 0.50 days
Sheet 3 of I Pi aENERCON E
a SERVICES, INC.
Appendix LCPad-TH to Calculation PGE-009-CALC-006 NODAL SOLU-.H Jul-I 2102
! EP=2 07.31:12 SUBS=
'Y (AVG) lRSYS=C.
D=.
37174e I sieB =-J01599i SMX 37174 I a Figure LC-2A - Time 0.50 days I h2WAL SOLTON iST&P=3 Figure LC Time 0.625 days
Sheet 4 of 8 I' j ENERCON SERVICES, INC.
Appendix LCPad-TH to Calculation PGE-009-CALC-006 Figure LC4 - Time 1.125 days Figure LC Time 1.625 days
Sheet 5 of 8 f'j ENERCON
.1 la SERVICES, INC.
Appendix LCPad-TH to Calculation PGE-009-CALC-006 Figure LC Time 2.125 days Figure LC Time 2.375 days C16
Sheet 6 of 8
Ij FI
ENERCON SERVICES, INC.
Appendix LCPad-TH to Calculation PGE-009-CALC-006 Figure LC-7A - Time 2.375 days NOLA1 S01.
- OAN
- N01i1, SLU.-R1L 2502.
SUE =
U'l tAWG RSYS=C
¢SN=.W O52f25 SDX =.635'11
_S
.052625
. 182155
.311
.441216
.57074E
.11739
.24692
.376451
.505981
.635511 PAD RESPONSE AT END OF 2.375 DAYS Figure LC-7B - Time 2.375 days cug
Sheet 7 of 8 ENERCON
- 3 SERVICES, INC.
Appendix LCPad-TH to Calculation PGE-009-CALC-006 Figure LC Time 3.125 days Figure LC Time 4.125 days C7-Q
Sheet 8 of 8 F kENERCON SERVICES, INC.x T
Fl <>>y*^
Oto-~l Appendix LCPad-TH to Calculation PGE-009-CALC-006 Figure LC Time 6.125 days NedAL sOLU7ic4I STEP' 1 SUE S=
INY Figure LC-1 1 - Time 7.875 days CZ)
ENERCON I
SERVICES, INC. Appendix STPad-TH to Calculation PGE-009-CALC-006 Sheet 1 of 12 Originator:
Date:
Revised:
S. C. Tumminelli September 20, 2002 March 3, 2003 I
Appendix STPad-TH This Appendix presents the ANSYS plots documenting the pad X and Z stresses for the constrained model thermal stress analysis.
Sheet 2 of 12 FJ 5ENERCON SERVICES, INC.
Appendix STPad-TH to Calculation PGE-009-CALC-006 SU2 SX MAVG
!RSY-=e' 2HX =.034113 SMf
-3.'
- NX =3^..343
-122.863
-67.4E4
-S5.173
-6.4 PAD RESPONSE AT END OF 0.25 DAYS
-AN1
- 1:
1 2G302
- 7:23 : :4 A61"Lms",
-52. IOS
-34.415
-16.72f:
16.653
.9636E2 36.343 Figure ST-IX 6DCAEL SCLU:IGN SUB =i SZ (AV',)
P5YS-O D=034123 3M =-117.392 SM =35.296 AN XM 1 2302
'7:24:30 ailing
-117.392
-43.461
-100.426
-66.496 PAD RESPONSE AT END OF 0.25 DAYS
,
-49. :3
-15.6
-32.565
- 18. 331 1.3f6 35.296 Figure ST-1Z C-zz
Sheet 3 of 12
<<x ENERCON A
SERVICES, INC.
Appendix STPad-TH to Calculation PGE-009-CALC-006 I5EP=2
!SUE
=1 SX (AV3)
S'Is=5 flN =.37114E S94N =-241.702 SMX =229.292 I
AN 205; 1 2'.02
.i:33:29 X
-Z41.702
-137.-37
-32.371
-PR9.36N
-A4.7E4 19.961 PAD RESPONSE AT END OF 0.5C DAYS 72.294 124. 626 176. 959 229.292 Figure ST-2X MIOAL SOLU'0TIO s76P=2 SUB =1 S2 tAVG)
RSY5-C D146 =.371746 MN =-256.244 S9XC =236.417 AN
.10.
1 2202
.':34:25
-254.244
-144.764
-256.244
=f4-5.764
-201.5r4
-92.024 PAD RESPONSE AT END OF 0.50 DAYS
-37.263 72.197 17.457 181.6777 -
126.937 236. 417 Figure ST-2Z (2%3
Sheet 4 of 12 F
~
t ENERCON SERVICES, INC.
Appendix STPad-TH to Calculation PGE-009-CALC-006 I KOA~1 S30U11371N S:EP=3
! SUB =
I v
I all,
,trN' c i. 2A0Z SC 1:-5 F.YS =0 DM4 =. 5z6561 Sf41 =-?7e3 15NX =351.45E 9,763
-155.r063
-I27.423
-82.753 PAD RESPONSE AT END OF 0.625 DAYS
_14 ~
~
~
th srow b
-lo.3q4 134. j37 62. 117 d06e. 73; 351. 45B Figure ST-3X NOZAL1 SOLUTrION SUP =
E.,
MG)
P.Sys=oj DXIC =.526M6 SHO -- 313.221 S3M =361.35 1N JaIL I 2C02
,17:37:10
-313.221
-163.539
-a.9
-238.36
-88.697 PAD RESPONSE ATT END OF 0.625 DAYS j
-ii.es2 60.965 13;. 128 210.667 265.509 360.35 Figure ST-3Z
(' Z k
Sheet 5 of 12 EI I_ ENERCON
.til SERVICES, INC.
Appendix STPad-TH to Calculation PGE-009-CALC-006 MCDA1 SCLE:1CN 5 TEP=4 S9B =1 F.SYSCt DVW =.E3;i531 S3M =-469.SM4 3SXX =503.Zel AN 2W,. 1 2502
'7:42:45 I PAD
-469.894
-253.!
-37.195 179.29 395.6e4
-361.697
-145.3e2 71.092 2S7.4S7 503.?E8 RESPONSE AT END OF 1.125 DAYS Figure ST-4X NO;AL SCLUTICN STEP=4 SOIB =1 SZ AViG)
RSY5=G 3
=.63C531 6MB =-492.776 SNX =e10.554 AN r1 2102 87: 43 :39 X,
_W_
-492.776
-269.814
-46. SS1
-381.295
-15e.332 64.63 PAD RESPONSE AT END OF 1.125 DAYS 287. 592 510. 554 Figure ST-4Z f--
kC.--
Sheet 6 of 12 I" ' aENERCON SERVICES, INC.
a a Appendix STPad-TH to Calculation PGE-009-CALC-006 NOD'AL SCLU-CI AN S-EP='E 145:59 SUB =1 SX (AVG)
RfSYS=C MX =. 634324 SHIN{ =-567.617 SXX =-294.662
-567.617
-324.889
-92.16 160.569 403.297
-446.253
-203.524 391.2C4 261.933 524.fi2 PAD RESPONSE Xi' END OF I.E25 DAYS Figure ST-5X 1s01A SCLUION STEPS=
SUB =1 52 (AVG)
RSYS=C UIX =.634324 1346 =-594.045 SMX =537.487 AN
-UT.
2902 C: 46:52
-594.C45
-342.593
-468.319
-216.867 PAD RESPONSE AT END OF 1.625 DAYS A
A o
K
-91.142 160.31 411.762 34.554 286.C36 537.487 Figure ST-5Z
Sheet 7 of 12 ENERCON A 4 SERVICES, INC.
Appendix STPad-TH to Calculation PGE-009-CALC-006 AN NCDSI SOLLU-ICA 14 1
S-EP='U-1 20G02 S:EP=-
'. : 4?:29 SUB =1 Sl S
AVG) 6
= 35415 I4 s=-e11.114
-615.al4
-370.43
-125.C046 120.?3$
365.722
-493.122
-247.73S
-2.354 243.03 465.414 PAD RESPONSE AT END OF 2.125 DAYS Figure ST-6X BDAL SOLU-ION S.EP=e
-SU3 =1 Sz
.AYG)
RSYS=C D
=.
-E35415 SW24
=-643.895 SMX =504.391 AN JIM 1 2502 C'7:4s;49 X i I63 8 5-8. 2-3. 4
-643.es5
-388.72
-133.546
-516.3C0
-261.133
-59.958 PAD RESPONSE AT END OF 2.125 DAYS 121.629 376.804 243.216 504.351 Figure ST-6Z I
C
-7 cL
Sheet 8 of 12
-4ENERCON F-j3 SERVICES, INC.
- 4 Appendix STPad-TH to Calculation PGE-009-CALC-006 YCDAL SO;' VlTCY S. EP='7 SUB =1 Sx (AVG)
RS'IS=c DMx -. E35511 SMB =-U24.425 SMX =465.399 AN
- U5 1 2v20
- T-53:26
-624.425
-362.242
-140.659 102.124 i
-624.425
-3e2.242
-14O.S59 102.124
-503.334
-2,.1.151
-18.96S PAD RESPONSE AT END OF 2.375 DAYS 344.3CU7 223.215 465.3Mq Figure ST-7X mCrAL SOLUT2IM S-EP=7 SUB =1 Sz WAI0)
RSYS=C D{X =-.63-511 SMM =-652.833 ENX =462.177 AN 11 2302 27: 53:44
-652.e33
-400.608
-526.721
-274.496 PAD RESPONSE AT END OF 2.375 DAYS F9 X9 A t t a *S Eet
^aCt
-14B. J34
-22.272 229.653 482. 177 Figure ST-7Z
Sheet 9 of 12 F< 'v ENERCON SERVICES, INC.
{fi-A f
ta Appendix STPad-TH to Calculation PGE-009-CALC-006 NOZA:1 SOLLTOON STEEP=e 3X (AVG)
RSYICl DMX =.635023 SMl =-607.331 SMW ='73.14
'AN
- U.
I 202 l2:a lO54 X
-A 1
3.73.1.4
-607. 391
-389.495
-498.443
-280.3547 PAD FPSPONSE AT END OF 3.125 DAYS
-171.6 46,2g6 264. I9
-62.632 155.244 Figure ST-8X NOMD SOLU74ION AN S-;8B-e 026:01:10 149 =1 S2 (AV')
RSS'f S=
DMX =.635023 5361 =-63E.39 54 =391.517 X;
-636.39
-407.9
-179.409 49.081 277.5.71
-522.145
-293.654
-65.164 163.326 391.517 PAD RESPONSE ATE END OF 3.125 DAYS Figure ST-8Z
Sheet 10 of 12 F
'I ENERCON SERVICES, INC.
Appendix STPad-TH to Calculation PGE-009-CALC-006 N~OfAL SO,-U::ON S-EP= 9 SUB =1 SX (AV3)
IMX =. 3Z6ZcE SeY =-526.34S S.MX =262.575 N]
D._ 1 C'02
.e:C.:33
-52.
348
-351.532
-175. 7.6
-433.69
-263.374
-88.0!8 PAD RESPONSE AT END OF 4.125 DAYS
-. 399495 174.-17
'7.259 262.575 Figure ST-9X NODEA S03UTIO S-EP=9 5U8 =1 SZ MG)
RSYS=C MM4 =.63262E S14 =-554.431 SM =284.658 AN il2 I 2' 02 OE:04:48 "I
I I-~
-554.431
-367.967
-181.503 4.962
-461.199
-274.735
-e8.27 PAD RESPONSE AT END OF 4.125 DAYS 98.194 191.426 284. 658 Figure ST-9Z
Sheet 11 of 12 FT 'J ENERCON SERVICES, INC.
.1 t~ 1 1 Appendix STPad-TH to Calculation PGE-009-CALC-006 NCDAD S0ZL-10C1 S-EP=10 5s5 -1 SX (AVG)
RSyS=C DNX =.E27eS71 SM =-464.1312 3XN =120.25 AN j1L 1 2Z(l2
':8:e6:3e.
-464.1R2
-334.309
-399.245
-269.372 PAD RESPONSE AT END OF 6.125 DAYS q
j A 5 t
j l
K r
§
W =
j_
-74.561
-2U4. 45, F4.
6 55.313
-139. 49e
-9.624 120.25 Figure ST-1OX NCrAL S01=- Z%
STEP= 0 SUB =1 sZ tMMO)
RSYS=O Dl =. 627e7:.
IMN =-497.511 SMX =132.679 AN Jr7 1 202 r-:e5 :5S
-497.511
-337.469
-427.49
-287.448 PAD RESPONSE AT END OF 6.125 DAYS
_S z
6
-147.405 -77.3M4 7
2.65e
-7.363 132.67S Figure ST-10Z
Sheet 12 of 12 E
j ENERCON SERVICES, INC.
Appendix STPad-TH to Calculation PGE-009-CALC-006 NODA:, SOLU710N S-EP=:;I SUE = 1 SX tAVG)
F SY9S=tC DM =.6 23372 SNIN =-4.22.326 SMX2 =6. ' 95 AN J
1 2102 Ae:0.O:03
-442.926
-329.21
-386.Cf8
-272.352 PAD RESPONSE AT END OF 7.875 DAYS
-215. 494
-101.779 11.937
-153. 636
-44. 921 Figure ST-11X
%X-A! SCLUI-IW A
-EP-11 1 2 302 SUBE=1 C8:05:37 S%
(AVG~
PSYS=C 244 =. 623072 SMH =-469.816 SINX =o9.762 X
-469.816
-349.91
-230.C04
-110,C097 9809
-409.563
-289.957
-t70.151
-50.144 69.762 PAD RESPONSE AT END OF 7.875 DAYS Figure ST-llZ C32
ENERCON SERVICES, INC.
Sheet 1 of 21 Appendix THNC-Loads to Calculation PGE-009-CALC-006 Originator:
Date:
aSC.
3mminelli March 3, 2003 Appendix THNC-Loads This Appendix presents the ANSYS file documenting the applied loads for the unconstrained thermal stress analysis.
Sheet 2 of 21 E NERCON SERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 ANSYS file that generates the loads.
ANSYS/Mechanical U W E L C O M E T O T H E A N S Y S P R O G R A M ll_____________________________________________________________
ANSYS 6.1 NOTICES
- .**************I******************************
- Copyright 2002 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
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GOVERNMENT RIGHTS
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- and 227.7202-3(a)(1995), DFARS 252.227-7013(c)(1)(ii) (OCT
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- (ALT III), as applicable.
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USE, DISCLOSURE, OR REPRODUCTION
- IS PROHIBITED WITHOUT THE PRIOR EXPRESS WRITTEN PERMISSION
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- The Program also contains the following licensed software:
- PCGLSS: Linear Equations Solver (C) Copyright 1992-1995 Computational Applications and System Integration Inc.
- All Rights Reserved.
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Sheet 3 of 21 F Ad ENERCON K 3SERVICES, iNC Appendix THNC-Loads to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PADNC-TH BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
= 700 DATABASE SIZE REQUESTED (MB) = 75
- WARNING ***
CP=
0.200 TIME= 13:34:24 Use of the -M switch is no longer recommended for normal ANSYS use.
ANSYS now dynamically allocates memory as needed.
Only use the -M switch if you are certain that you need to do so.
PARAMETER STATUS-(
1 PARAMETERS DEFINED)
(INCLUDING 1 INTERNAL PARAMETERS) 00245050 VERSION=INTEL NT RELEASE= 6.1 UP20020321 CURRENT JOBNAME=PADNC-TH 13:34:24 JAN 03, 2003 CP=
0.200 1 /FILE,PADNC-TH 2 RESUME 3 EALL 4 NALL 5 MPLI 6 CMLI 7 /PREP7 8 LSCLEAR,ALL 9
/title,DELTA T 0.0 TO 0.25 DAYS -
NO PAD/ROCK CONSTRAINT 10
/COM, BC'S ALL LOAD STEPS 11
/COM 80% DEAD WEIGHT FOR FIRST LOAD STEP 12 ACEL,0,0.80,0 13 D,SYMXY,UZ,0.0 14 D,SYMYZ,UX,0.0 15 D,XEDGE,UX,0.0 16 D,XEDGE,UY,0.0 17 D,XEDGE,UZ,0.0 18 D,ZEDGE,UX,0.0 19 D,ZEDGE,UY,0.0 20 D,ZEDGE,UZ,0.0 21 D,BOT,UX,0.0 22 D,BOT,UY,0.0 23 D,BOT,UZ,0.0 24 BFUNIF,TEMP,0.0 25 BF,CONC80,TEMP,15.00 26 BF,CONC75,TEMP,18.00 27 BF,CONC70,TEMP,19.67 28 BF,CONC65,TEMP,21.33 29 BF,CONC60,TEMP,21.33 30 BF,CONC50,TEMP,21.33 31 BF,CONC40,TEMP,21.33 32 BF,CONC30,TEMP,21.33 33 BFCONC20,TEMP,21.33 34 BFCONC10,TEMP,20.50
F5 t ENERCON SERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 35 BF,CONCO5,TEMP,19.66 36 BF,CONCOO,TEMP,10.67 37 BF,ROCK05,TEMP,1.67 38 BF,ROCK10,TEMP,0.84 39 BF,ROCK20,TEMP,0.0 40 BF,ROCK30,TEMP,0.0 41 BF,ROCK40,TEMP,0.0 42 LSWRITE,1 43
/title,DELTA T 0.25 TO 0.50 DAYS -
NO PAD/ROCK CONSTRAINT 44
/COM, 20% DEAD WEIGHT FOR SECOND LOAD STEP 45 ACEL,0,0.20,0 46 BF,CONC80,TEMP,-2.50 47 BF,CONC75,TEMP,10.50 48 BF,CONC70,TEMP,9.25 49 BF,CONC65,TEMP,8.00 50 BF,CONC60,TEMP,16.67 51 BF,CONC50,TEMP,25.33 52 BF,CONC40,TEMP,25.33 53 BF,CONC30,TEMP,25.33 54 BF,CONC20,TEMP,25.12 55 BF,CONC10,TEMP,21.41 56 BF,CONCO5,TEMP,17.92 57 BF,CONCOO,TEMP,12.66 58 BF,ROCK05,TEMP,7.41 59 BF,ROCK10,TEMP,3.91 60 BF,ROCK20,TEMP,0.21 61 BF,ROCK30,TEMP,0.0 62 BF,ROCK40,TEMP,0.0 63 LSWRITE,2 64
/title,DELTA T 0.50 TO 0.625 DAYS -
NO PAD/ROCK CONSTRAINT 65
/COM, NO DEAD WEIGHT AFTER SECOND LOAD STEP 66 ACEL,0,0.01,0 67 BF,CONC80,TEMP,-3.00 68 BF,CONC75,TEMP,-1.35 69 BF,CONC70,TEMP,9.32 70 BF,CONC65,TEMP,13.46 71 BF,CONC60,TEMP,9.33 72 BF,CONC50,TEMP,9.33 73 BF,CONC40,TEMP,9.33 74 BF,CONC30,TEMP,9.33 75 BF,CONC20,TEMP,9.33 76 BF,CONC1O,TEMP,9.33 77 BF,CONCO5,TEMP,2.04 78 BF,CONCOO,TEMP,4.67 79 BF,ROCK05,TEMP,7.30 80 BF,ROCK10,TEMP,0.0 81 BF,ROCK20,TEMP,0.0 82 BF,ROCK30,TEMP,0.0 83 BF,ROCK40,TEMP,0.0 84 LSWRITE,3 85
/title,DELTA T 0.625 TO 1.125 DAYS -
NO PAD/ROCK CONSTRAINT 86 BF,CONC8O,TEMP,-5.40 87 BF,CONC75,TEMP,-7.44 88 BF,CONC70,TEMP,-8.81 89 BF,CONC65,TEMP,-3.10 90 BF,CONC60,TEMP,2.62 91 BF,CONC50,TEMP,15.00 Sheet 4 of 21
]
k ENERCON F,,,,,,";,
ERICS IC Appendix THNC-Loads to Calculation PGE-009-CALC-006 Sheet 5 of 21 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 BF,CONC40,TEMP,20.11 BF,CONC30,TEMP,20.32 BF,CONC20,TEMP,17.86 BF,CONC1O,TEMP,11.88 BF,CONCO5,TEMP,11.11 BF,CONCO0,TEMP,10.33 BF,ROCK05,TEMP,9.55 BF,ROCK1O,TEMP,8.78 BF,ROCK20,TEMP,2.81 BF,ROCK30,TEMP,0.35 BF,ROCK40,TEMP,0.01 LSWRITE,4
/title,DELTA T 1.125 BF,CONC80,TEMP,-2.10 BF,CONC75,TEMP,-5.50 BF,CONC70,TEMP,-6.46 BF,CONC65,TEMP,-4.73 BF,CONC60,TEMP,-3.00 BF,CONC50,TEMP,2.25 BF,CONC40,TEMP,7.32 BF,CONC30,TEMP,8.45 BF,CONC20,TEMP,6.32 BF,CONC1O,TEMP,3.74 BF,CONCO5,TEMP,4.45 BF,CONCOO,TEMP,5.16 BF,ROCK05,TEMP,5.88 BF,ROCK1O,TEMP,6.60 BF,ROCK20,TEMP,3.98 BF,ROCK30,TEMP,1.38 BF,ROCK40,TEMP,0.25 LSWRITE,5
/title,DELTA T 1.625 BF,CONC80,TEMP,-0.80 BF,CONC75,TEMP,-3.06 BF,CONC70,TEMP,-4.06 BF,CONC65,TEMP,-3.96 BF,CONC60,TEMP,-3.87 BF,CONC50,TEMP,-2.22 BF,CONC40,TEMP,0.96 BF,CONC30,TEMP,2.29 BF,CONC20,TEMP,1.53 BF,CONC10,TEMP,0.91 BF,CONCO5,TEMP,1.87 BF,CONCOO,TEMP,2.83 BF,ROCK05,TEMP,3.78 BF,ROCK10,TEMP,4.72 BF,ROCK20,TEMP,3.82 BF,ROCK30,TEMP,1.98 BF,ROCK40,TEMP,0.53 LSWRITE,6
/title,DELTA T 2.125 BF,CONC80,TEMP,-0.20 BF,CONC75,TEMP,-0.94 BF,CONC70,TEMP,-1.28 BF,CONC65,TEMP,-1.47 BF,CONC60,TEMP,-1.65 BF,CONC50,TEMP,-1.51 TO 1.625 DAYS -
NO PAD/ROCK CONSTRAINT TO 2.125 DAYS -
NO PAD/ROCK CONSTRAINT TO 2.375 DAYS -
NO PAD/ROCK CONSTRAINT
149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 I
Sheet 6 of 21 ENERCON SERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 BF,CONC40,TEMP,-0.54 BF,CONC30,TEMP,0.08 BF,CONC20,TEMP,0.09 BF,CONC10,TEMP,0.20 BF,CONCO5,TEMP,0.63 BF,CONCOO,TEMP,1.06 BF,ROCK05,TEMP,1.46 BF,ROCK1O,TEMP,1.86 BF,ROCK20,TEMP,1.73 BF,ROCK30,TEMP,1.05 BF,ROCK40,TEMP,0.33 LSWRITE,7
/title,DELTA T 2.375 BF,CONC80,TEMP,-0.50 BF,CONC75,TEMP,-2.13 BF,CONC70,TEMP,-3.07 BF,CONC65,TEMP,-3.90 BF,CONC60,TEMP,-4.74 BF,CONC50,TEMP,-5.60 BF,CONC40,TEMP,-4.20 BF,CONC30,TEMP,-2.72 BF,CONC20,TEMP,-1.85 BF,CONC10,TEMP,-0.66 BF,CONCO5,TEMP,0.64 BF,CONCOO,TEMP,1.94 BF,ROCK05,TEMP,3.10 BF,ROCK1O,TEMP,4.26 BF,ROCK20,TEMP,4.39 BF,ROCK30,TEMP,3.00 BF,ROCK40,TEMP,1.03 LSWRITE,8
/title,DELTA T 3.125 BF,CONC80,TEMP,-0.30 BF,CONC75,TEMP,-2.03 BF,CONC70,TEMP,-3.14 BF,CONC65,TEMP,-4.49 BF,CONC60,TEMP,-5.84 BF,CONC50,TEMP,-8.34 BF,CONC40,TEMP,-8.35 BF,CONC30,TEMP,-7.11 BF,CONC20,TEMP,-5.33 BF,CONC1O,TEMP,-2.91 BF,CONCO5,TEMP,-1.19 BF,CONCOO,TEMP,0.54 BF,ROCK05,TEMP,1.98 BF,ROCK1O,TEMP,3.43 BF,ROCK20,TEMP,4.18 BF,ROCK30,TEMP,3.19 BF,ROCK40,TEMP,1.18 LSWRITE,9
/title,DELTA T 4.125 BF,CONC80,TEMP,0.0 BF,CONC75,TEMP,-1.38 BF,CONC70,TEMP,-2.61 BF,CONC65,TEMP,-4.76 BF,CONC60,TEMP,-6.91 BF,CONC50,TEMP,-11.78 TO 3.125 DAYS -
NO PAD/ROCK CONSTRAINT TO 4.125 DAYS -
NO PAD/ROCK CONSTRAINT TO 6.125 DAYS -
NO PAD/ROCK CONSTRAINT
F
]
ENERCON B
SERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 Sheet 7 of 21 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 BF,CONC40,TEMP,-13.65 BF,CONC30,TEMP,-12.77 BF,CONC20,TEMP,-9.82 BF,CONC10,TEMP,-5.60 BF,CONC05,TEMP,-3.36 BF,CONC00,TEMP,-1.12 BF,ROCK05,TEMP,0.66 BF,ROCK10,TEMP,2.43 BF,ROCK20,TEMP,4.06 BF,ROCK30,TEMP,3.52 BF,ROCK40,TEMP,1.37 LSWRITE,10
/title,DELTA T 6.125 TO 7.875 DAYS -
NO PAD/ROCK CONSTRAINT BF,CONC80,TEMP,0.0 BF,CONC75,TEMP,-0.69 BF,CONC70,TEMP,-1.33 BF,CONC65,TEMP,-2.51 BF,CONC60,TEMP,-3.69 BF,CONC50,TEMP,-6.58 BF,CONC40,TEMP,-8.12 BF,CONC30,TEMP,-8.10 BF,CONC20,TEMP,-6.75 BF,CONC1O,TEMP,-4.56 BF,CONCO5,TEMP,-3.38 BF,CONC00,TEMP,-2.20 BF,ROCK05,TEMP,-1.23 BF,ROCK10,TEMP,-0.25 BF,ROCK20,TEMP,0.85 BF,ROCK30,TEMP,1.01 BF,ROCK40,TEMP,0.43 LSWRITE,11 FINISH
/EXIT,NOSAVE RUN SETUP PROCEDURE FROM FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start61.ans
/INPUT FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start61.ans LINE=
0 CURRENT JOBNAME REDEFINED AS PADNC-TH RESUME ANSYS DATA FROM FILE NAME=PADNC-TH.db
- ANSYS GLOBAL STATUS ***
TITLE = Pad thermal analysis model, no pad/rock constraint NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
10212 NODES CURRENTLY SELECTED.
166 KEYPOINTS CURRENTLY SELECTED.
339 LINES CURRENTLY SELECTED.
2 AREAS CURRENTLY SELECTED.
48 VOLUMES CURRENTLY SELECTED.
22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER ACTIVE COORDINATE SYSTEM MAX MAX MAX MAX MAX MAX ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL. NUMBER =
9341 10212 166 339 224 48
=
12
=
1
=
0 (CARTESIAN)
F- ~
ENERCON A
SERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 INITIAL JOBNAME = PADNC-TH CURRENT JOBNAME = PADNC-TH Sheet 8 of 21 8812 ELEMENTS (OF 10212 NODES (OF LIST MATERIALS 1
PROPERTY= ALL 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 DEFINED) SELECTED BY NALL COMMAND.
TO 12 BY 1
PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
1 NUM. POINTS=
DATA TEMPERATURE DATA 0.20000E+07 NUXY MAT=
1 NUM. POINTS=
DATA TEMPERATURE DATA 0.24000 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0. 0000 ALPX MAT=
1 NUM. POINTS=
DATA TEMPERATURE DATA 0.5000OE-05 DENS MAT=
1 NUM. POINTS=
DATA TEMPERATURE DATA 0.0000 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
2 NUM. POINTS=
DATA TEMPERATURE DATA 0.92400E+06 NUXY MAT=
2 NUM. POINTS=
DATA TEMPERATURE DATA 0.15000 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 ALPX MAT=
2 NUM. POINTS=
DATA TEMPERATURE DATA 0.51800E-05 DENS MAT=
2 NUM. POINTS=
DATA TEMPERATURE DATA 0.78100E-01 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
3 NUM. POINTS=
DATA TEMPERATURE DATA 0.13060E+07 NUXY MAT=
3 NUM. POINTS=
DATA TEMPERATURE DATA 0.15000 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 ALPX MAT=
3 NUM. POINTS=
DATA TEMPERATURE DATA 0.51800E-05 1
TEMPERATURE DATA PROPERTY TABLE DENS MAT=
3 NUM.
POINTS=
TATURE DATA 1
TEMPERATURE TEMPERATURE DATA TEMPER DATA
F A
ENERCON SERVICES, INC.
Sheet 9 of 21 Appendix THNC-Loads to Calculation PGE-009-CALC-006 0.0000 0.78100E-01 PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
4 NUM. POINTS=
DATA TEMPERATURE DATA 0.14600E+07 NUXY MAT=
4 NUM.
POINTS=
DATA TEMPERATURE DATA 0.15000 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 ALPX MAT=
4 NUM.
POINTS=
DATA TEMPERATURE DATA 0.51800E-05 DENS MAT=
4 NUM. POINTS=
DATA TEMPERATURE DATA 0.78100E-01 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
5 NUM. POINTS=
DATA TEMPERATURE DATA 0.19640E+07 NUXY MAT=
5 NUM.
POINTS=
DATA TEMPERATURE DATA 0.15000 1
TEMPERATURE DATA 1
TEMPERATURE DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 ALPX MAT=
5 NUM.
POINTS=
DATA TEMPERATURE DATA 0.51800E-05 DENS MAT=
5 NUM.
POINTS=
DATA TEMPERATURE DATA 0.78100E-01 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
6 NUM.
POINTS=
DATA TEMPERATURE DATA 0.23580E+07 1
TEMPERATURE DATA PROPERTY TABLE TEMPERATURE 0.0000 NUXY MAT=
6 NUM.
POINTS=
DATA TEMPERATURE DATA 0.15000 1
TEMPERATURE DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 ALPX MAT=
6 NUM.
POINTS=
DATA TEMPERATURE DATA 0.51800E-05 DENS MAT=
6 NUM.
POINTS=
DATA TEMPERATURE DATA 0.78100E-01 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
7 NUM.
POINTS=
DATA TEMPERATURE DATA 0.26740E+07 1
TEMPERATURE DATA PROPERTY TABLE NUXY MAT=
7 NUM.
POINTS=
TEMPERATURE DATA TEMPERATURE DATA 0.0000 0.15000 1
TEMPERATURE DATA
Sheet 10 of 21 F- ` I-'] ENERCON t;1 SERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 PROPERTY TABLE TEMPERATURE 0.0000 ALPX MAT=
7 NUM.
POINTS=
DATA TEMPERATURE DATA 0.51800E-05 1
TEMPERATURE DATA PROPERTY TABLE DENS MAT=
TEMPERATURE DATA 7
NUM.
POINTS=
TEMPERATURE DATA 1
TEMPERATURE DATA 0.0000 0.78100E-01 PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
8 NUM.
POINTS=
DATA TEMPERATURE DATA 0.27880E+07 1
TEMPERATURE DATA PROPERTY TABLE NUXY MAT=
8 NUM.
POINTS=
TEMPERATURE DATA TEMPERATURE DATA 1
TEMPERATURE DATA 0.0000 0.15000 PROPERTY TABLE TEMPERATURE 0.0000 ALPX MAT=
8 NUM. POINTS=
DATA TEMPERATURE DATA 0.51800E-05 1
TEMPERATURE DATA PROPERTY TABLE DENS MAT=
8 NUM. POINTS=
TEMPERATURE DATA TEMPERATURE DATA 1
TEMPERATURE DATA 0.0000 0.78100E-01 PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
9 NUM. POINTS=
DATA TEMPERATURE DATA 0.30800E+07 NUXY MAT=
9 NUM.
POINTS=
DATA TEMPERATURE DATA 0.15000 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 ALPX MAT=
9 NUM.
POINTS=
DATA TEMPERATURE DATA 0.51800E-05 DENS MAT=
9 NUM.
POINTS=
DATA TEMPERATURE DATA 0.78100E-01 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
10 NUM. POINTS=
DATA TEMPERATURE DATA 0.32710E+07 NUXY MAT=
10 NUM.
POINTS=
DATA TEMPERATURE DATA 0.15000 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 ALPX MAT=
10 NUM. POINTS=
DATA TEMPERATURE DATA 0.51800E-05 DENS MAT=
10 NUM.
POINTS=
DATA TEMPERATURE DATA 0.78100E-01 1
TEMPERATURE 1
TEMPERATURE DATA DATA
Sheet 11 of 21 F 3 ENERCON M
SERVICES, iNC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
11 NUM. POINTS=
DATA TEMPERATURE DATA 0.35430E+07 NUXY MAT=
11 NUM. POINTS=
DATA TEMPERATURE DATA 0.15000 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 ALPX MAT=
11 NUM.
POINTS=
DATA TEMPERATURE DATA 0.51800E-05 DENS MAT=
11 NUM. POINTS=
DATA TEMPERATURE DATA 0.78100E-01 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
12 NUM.
POINTS=
DATA TEMPERATURE DATA 0.36690E+07 NUXY MAT=
12 NUM. POINTS=
DATA TEMPERATURE DATA 0.15000 1
TEMPERATURE 1
TEMPERATURE DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 ALPX MAT=
12 NUM. POINTS=
DATA TEMPERATURE DATA 0.51800E-05 DENS MAT=
12 NUM. POINTS=
DATA TEMPERATURE DATA 0.78100E-01 1
TEMPERATURE 1
TEMPERATURE DATA DATA LIST ALL DEFINED COMPONENTS 1
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 13:34:25 JAN 03, 2003 CP=
0.411 Pad thermal analysis model, no pad/rock constraint TYPE SUBCOMPONENTS BOT CONCHD CONC05 CONC10 CONC20 CONC30 CONC40 CONC50 CONC60 CONC65 CONC70 CONC75 CONC80 NODE NODE NODE NODE NODE NODE NODE NODE NODE NODE NODE NODE NODE
FE 3
ENERCON g nSERVICES, INC.
Sheet 12 of 21 Appendix THNC-Loads to Calculation PGE-009-CALC-006 ROCK05 ROCKI0 ROCK20 ROCK30 ROCK40 SYMXY SYNYZ XEDGE ZEDGE NODE NODE NODE NODE NODE NODE NODE NODE NODE 1
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSIONzINTEL NT 13:34:25 JAN 03, 2003 CP=
Pad thermal analysis model, no pad/rock constraint
- ANSYS ANALYSIS DEFINITION (PREP7) *****
DELETE ALL BOUNDARY CONDITIONS, REMOVE INERTIA LOADS, AND REINITIALIZE LOAD STEP OPTIONS TITLE=
DELTA T 0.0 TO 0.25 DAYS -
NO PAD/ROCK CONSTRAINT BC'S ALL LOAD STEPS 80% DEAD WEIGHT FOR FIRST LOAD STEP 0.411 ACEL=
0.0000 0.80000 0.0000 SPECIFIED CONSTRAINT REAL= 0.00000000 SPECIFIED CONSTRAINT REAL=
0.00000000 SPECIFIED CONSTRAINT REAL=
0.00000000 SPECIFIED CONSTRAINT REAL= 0.00000000 SPECIFIED CONSTRAINT REAL=
0.00000000 SPECIFIED CONSTRAINT REAL=
0.00000000 SPECIFIED CONSTRAINT REAL=
0.00000000 SPECIFIED CONSTRAINT REAL=
0.00000000 UZ FOR PICKED NODES IMAG=
0.00000000 UX FOR PICKED NODES IMAG=
0.00000000 UX FOR PICKED NODES IMAG=
0.00000000 UY FOR PICKED NODES IMAG= 0.00000000 UZ FOR PICKED NODES IMAG=
0.00000000 UX FOR PICKED NODES IMAG=
0.00000000 UY FOR PICKED NODES IMAG=
0.00000000 UZ FOR PICKED NODES IMAG=
0.00000000 SPECIFIED CONSTRAINT UX FOR PICKED NODES
- - 11Sheet 13 of 21 F;
ENERCON
'I SERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 REAL=
0.00000000 IMAG=
SPECIFIED CONSTRAINT UY FOR REAL=
0.00000000 IMAG=
SPECIFIED CONSTRAINT UZ FOR ]
REAL=
0.00000000 IMAG=
UNIFORM TEMPERATURE SET TO 0
SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR 0.00000000 PICKED NODES 0.00000000 PICKED NODES 0.00000000
.00000000 ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED ALL PICKED NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO 15.0000000 18.0000000 19.6700000 21.3300000 21.3300000 21.3300000 21.3300000 21.3300000 21.3300000 20.5000000 19.6600000 10.6700000 1.67000000 0.840000000 0.00000000 0.00000000 0.00000000 SPECIFIED BODY FORCE TEMP FOR ALL PICKED WRITE ANSYS LOADS DATA AS TITLE=
DELTA T 0.25 TO 0.50 DAYS FILE=PADNC-TH.s01 NO PAD/ROCK CONSTRAINT 20% DEAD WEIGHT FOR SECOND LOAD STEP ACEL=
0.0000 0.20000 0.0000 SPECIFIED BODY FORCE TEMP FOR ALL PICKED NODES SET TO -2.50000000 SPECIFIED BODY FORCE TEMP FOR ALL PICKED NODES SET TO 10.5000000
Y- -. tSheet 14 of 21 F-if-ENERCON ir I SERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FOR ALL PICKED NODES FILE=PADNC-TH.s02 SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO 9.25000000 8.00000000 16.6700000 25.3300000 25.3300000 25.3300000 25.1200000 21.4100000 17.9200000 12.6600000 7.41000000 3.91000000 0.210000000 0.00000000 0.00000000 SPECIFIED BODY FORCE TEMP WRITE ANSYS LOADS DATA AS TITLE=
DELTA T 0.50 TO NO DEAD WEIGHT ACEL=
0.0000 0.625 DAYS -
NO PAD/ROCK AFTER SECOND LOAD STEP 0.10000E-01 0.0000 CONSTRAINT SPECIFIED BODY FORCE TEMP FOR ALL PICKED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED BODY BODY BODY BODY BODY BODY BODY BODY FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP FOR FOR FOR FOR FOR FOR FOR FOR ALL ALL ALL ALL ALL ALL ALL ALL PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED NODES NODES NODES NODES NODES NODES NODES NODES NODES SET SET SET SET SET SET SET SET SET TO TO TO TO TO TO TO TO TO
-3.00000000
-1.35000000 9.32000000 13.4600000 9.33000000 9.33000000 9.33000000 9.33000000 9.33000000
F Sheet 15 of 21 F J ENERCON r
SERVICES, IN9C.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR WRITE ANSYS LOADS DATA AS FILE TITLE=
DELTA T 0.625 TO 1.125 DAYS -
ALL PICKED NODES ALL PICKED NODES ALL PICKED NODES ALL PICKED NODES ALL PICKED NODES ALL PICKED NODES ALL PICKED NODES ALL PICKED NODES 7E=PADNC-TH.s03 SET SET SET SET SET SET SET SET TO TO TO TO TO TO TO TO 9.33000000 2.04000000 4.67000000 7.30000000 0.00000000 0.00000000 0.00000000 0.00000000 NO PAD/ROCK CONSTRAINT SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO
-5.40000000
-7.44000000
-8.81000000
-3.10000000 2.62000000 15.0000000 20.1100000 20.3200000 17.8600000 11.8800000 11.1100000 10.3300000 9.55000000 8.78000000 2.81000000 0.350000000 1.0000000OE-02 SPECIFIED BODY FORCE TEMP FOR ALL PICKED WRITE ANSYS LOADS DATA AS FILE=PADNC-TH.s04
Sheet 16 of 21 ENERCON Fj SERVICES, INC.
Appendix TINC-Loads to Calculation PGE-009-CALC-006 TITLE=
DELTA T 1.125 TO 1.625 DAYS -
NO PAD/ROCK CONSTRAINT SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO
-2.10000000
-5.50000000
-6.46000000
-4.73000000
-3.00000000 2.25000000 7.32000000 8.45000000 6.32000000 3.74000000 4.45000000 5.16000000 5.88000000 6.60000000 3.98000000 1.38000000 0.250000000 SPECIFIED BODY FORCE TEMP FOR ALL PICKED WRITE ANSYS LOADS DATA AS FILE=PADNC-TH.s05 TITLE=
DELTA T 1.625 TO 2.125 DAYS -
NO PAD/ROCK CONSTRAINT SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED BODY BODY BODY BODY BODY BODY FORCE FORCE FORCE FORCE FORCE FORCE TEMP TEMP TEMP TEMP TEMP TEMP FOR FOR FOR FOR FOR FOR ALL ALL ALL ALL ALL ALL PICKED PICKED PICKED PICKED PICKED PICKED NODES NODES NODES NODES NODES NODES SET SET SET SET SET SET TO-0.800000000 TO -3.06000000 TO -4.06000000 TO -3.96000000 TO -3.87000000 TO -2.22000000
Sheet 17 of 21 F-- I,;] ENERCON SERVICES, iNC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP FOR ALL PICKED NO]
FOR ALL PICKED NOD FOR ALL PICKED NO:
FOR ALL PICKED NO0 FOR ALL PICKED NO' FOR ALL PICKED NO&
FOR ALL PICKED NO]
FOR ALL PICKED NO]
FOR ALL PICKED NO]
FOR ALL PICKED NO]
FOR ALL PICKED NO)
FILE=PADNC-TH.s06 DES DES DES DES DES DES DES DES DES DES DES SET SET SET SET SET SET SET SET SET SET SET TO TO TO TO TO TO TO TO TO TO TO 0.960000000 2.29000000 1.53000000 0.910000000 1.87000000 2.83000000 3.78000000 4.72000000 3.82000000 1.98000000 0.530000000 SPECIFIED BODY FORCE TEMP WRITE ANSYS LOADS DATA AS TITLE=
DELTA T 2.125 TO 2.375 DA)'-S -
NO PAD/ROCK CONSTRAINT SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET TO-0.200000000 TO-0.940000000 TO -1.28000000 TO -1.47000000 TO -1.65000000 TO -1.51000000 TO-0.540000000 TO 8.OOOOOOOOOE-02 TO 9.OOOOOOOOOE-02 TO 0.200000000 TO 0.630000000 TO 1.06000000 TO 1.46000000 TO 1.86000000 TO 1.73000000
Sheet 18 of 21 F*
ENERCON SERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 SPECIFIED BODY FORCE TEMP FOR ALL PICKED NODES SET TO 1.05000000 SPECIFIED BODY FORCE TEMP FOR ALL PICKED NODES SET TO 0.330000000 WRITE ANSYS LOADS DATA AS FILE=PADNC-TH.s07 TITLE=
DELTA T 2.375 TO 3.125 DAYS -
NO PAD/ROCK CONSTRAINT SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET TO-0.500000000 TO -2.13000000 TO -3.07000000 TO -3.90000000 TO -4.74000000 TO -5.60000000 TO -4.20000000 TO -2.72000000 TO -1.85000000 TO-0.660000000 TO 0.640000000 TO 1.94000000 TO 3.10000000 TO 4.26000000 TO 4.39000000 TO 3.00000000 TO 1.03000000 SPECIFIED BODY FORCE TEMP FOR ALL PICKED WRITE ANSYS LOADS DATA AS FILE=PADNC-TH.s08 TITLE=
DELTA T 3.125 TO 4.125 DAYS -
NO PAD/ROCK CONSTRAINT SPECIFIED BODY FORCE TEMP FOR ALL PICKED NODES SET TO-0.300000000 SPECIFIED BODY FORCE TEMP FOR ALL PICKED NODES SET TO -2.03000000 SPECIFIED BODY FORCE TEMP FOR ALL PICKED NODES SET TO -3.14000000
'I.
Sheet 19 of 21 F
ENERCON F
SERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP FOR ALL PICKED NO FOR ALL PICKED NO FOR ALL PICKED NO FOR ALL PICKED NO FOR ALL PICKED NO FOR ALL PICKED NO FOR ALL PICKED NO.
FOR ALL PICKED NO]
FOR ALL PICKED NO, FOR ALL PICKED NO]
FOR ALL PICKED NO.
FOR ALL PICKED NO.
FOR ALL PICKED NO.
FOR ALL PICKED NO0 FILE=PADNC-TH.s09 DES DES DES DES DES DES DES DES DES DES DES DES DES DES SET SET SET SET SET SET SET SET SET SET SET SET SET SET TO TO TO TO TO TO TO TO TO TO TO TO TO TO
-4.49000000
-5.84000000
-8.34000000
-8.35000000
-7.11000000
-5.33000000
-2.91000000
-1.19000000 0.540000000 1.98000000 3.43000000 4.18000000 3.19000000 1.18000000 SPECIFIED BODY FORCE TEMP WRITE ANSYS LOADS DATA AS TITLE=
DELTA T 4.125 TO 6.125 DA)s NO PAD/ROCK CONSTRAINT SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES SET SET SET SET SET SET SET SET SET SET SET SET TO TO TO TO TO TO TO TO TO TO TO TO 0.00000000
-1.38000000
-2.61000000
-4.76000000
-6.91000000
-11.7800000
-13.6500000
-12.7700000
-9.82000000
-5.60000000
-3.36000000
-1.12000000
".3z,
- Sheet 20 of 21 F
l ENERCON 6,
SERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR SPECIFIED BODY FORCE TEMP FOR WRITE ANSYS LOADS DATA AS FILE TITLE=
DELTA T 6.125 TO 7.875 DAYS -
ALL PICKED MODES ALL PICKED NODES ALL PICKED NODES ALL PICKED NODES ALL PICKED NODES E=PADNC-TH.s10 SET SET SET SET SET TO TO TO TO TO 0.660000000 2.43000000 4.06000000 3.52000000 1.37000000 NO PAD/ROCK CONSTRAINT SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED SPECIFIED BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY BODY FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE FORCE TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL ALL PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED PICKED NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES NODES SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET SET TO 0.00000000 TO-0.690000000 TO -1.33000000 TO -2.51000000 TO -3.69000000 TO -6.58000000 TO -8.12000000 TO -8.10000000 TO -6.75000000 TO -4.56000000 TO -3.38000000 TO -2.20000000 TO -1.23000000 TO-0.250000000 TO 0.850000000 TO 1.01000000 TO 0.430000000 SPECIFIED BODY FORCE TEMP FOR ALL PICKED WRITE ANSYS LOADS DATA AS FILE=PADNC-TH.sll
- ROUTINE COMPLETED *****
CP =
- 1. 743
Sheet 21 of 21 ENERCON F
JSERVICES, INC.
Appendix THNC-Loads to Calculation PGE-009-CALC-006 EXIT ANSYS WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED=
1 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ANSYS RUN COMPLETED Release 6.1 UP20020321 INTEL NT Maximum Scratch Memory Used 115548 Words 0.441 MB l
CP Time (sec) =
1.743 Time
=
13:34:27 l
Elapsed Time (sec) =
4.000 Date
=
01/03/2003 l
-*