ML031250606
| ML031250606 | |
| 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: ML031250606 (98) | |
Text
ENERCON I
SERVICES, INC.
Appendix LCPadNC-TH to Calculation PGE-009-CALC-006 Sheet 1 of 7 Originator:
Date:
I-S. C. Tumminelli March 3, 2003 Appendix LCPadNC-TH This Appendix presents the ANSYS plots of the pad vertical displacements for the thermal stress analysis summed Load Cases for the unconstrained model.
Sheet 2 of 7 ENERCON
, ;; -SERVICES, INC.
Appendix LCPadNC-TH to Calculation PGE-009-CALC-006 l.CZAI SC.U-AC1 S.EP='
I SUB ml U:
(A'JG!
RSYS=O~
T.IX
=. -, -- 7 5 1 1
1221
=01,27 AN FEB 10 2d03 1::3? :20
-. 001221 l334 3
.036445
.5564E-04
.102612
.005167 PAD RESPONSE A? EN4E OF 0.25 DAYS -
NO PAD/ROCK CONSTRAINT
.007722
- . UU Figure LCNC Time 0.25 days AN S
FS 10 2;03 S.EP=2 1540:.02 SUB =1 UY AV'G, RSYS=O DM
=. 1742P1 SHN
. 969E- 03 SMX -. 07'7371 2M
-. 969C-03 01644
.0335549
.5s26 Re45 S6
.125146
.12554
.165 PAD RESPONSE AT END OF 0.50 DAYS -
NO PAD/ROCK CONSTRAINT Figure LCNC Time 0.50 days
Sheet 3 of 7 IFA' ENERCON
- 3 SERVICES, INC.
F., ". _"F Appendix LCPadNC-TH to Calculation PGE-009-CALC-006 N1CCA1T SC:X,)n, S-EP=,
SUB =i RSYS=O DX4X 5.Z20791e SMX =-N.N;E-o S.4X
=.09^-fi56 AN FE 10 203 19:4^:2;
-.405
, _14
-tej
_ _ _tz g
l CP99 309i'
-4
'32 928 PArC RESPONSEF A-FND OF D. E25 DAYS -
IM PAD/ROCK coNs7RMIN
. ')f2396 Figure LCNC Time 0.625 days AN DFEEI SClONF 203 S5EP-4 19:
- 59 SUB I1
'11Y (AVGO RSYS=c 164X -. 51365e S~.724E.-03 s4x =.4S5e666s~
rM X-
.724E-03
.1G0978
.201232
.3014e5
.401739
.050851
.151105
.251359
.351612
.451866 PAD RESPONSE A' END OF 1.125 DAYS -
NO PAD/ROCK CONSTRAINT Figure LCNC Time 1.125 days
Sheet 4 of 7 F
ENERCON I
SERVICES, INC.
Appendix LCPadNC-TH to Calculation PGE-009-CALC-006 P. C'--' S =,l-;'
SUB =:
FSYS=O3 DMX
.64 S.4-sxx=e~eAMX X~
.001812
.145092
.282 371
.431651
.574931
.073452
.21 6732
.36ri11
.503291 PAD RESPONSE AT END OF 1.625 DAYS -
NO PADIROCK CONSTRAIN7 AN 1I 2§i3
?: 1 232
.64657 Figure LCNC Time 1.625 days W=CEA SC.V7 IN SEP-6 SUB =l
'JS (AVG)
RSYS=O DXX =.77 1271 SMN =.002e2E Snx =.74e02e AN FEB 1D 2;03 13:41 :51
.CC2S26
.16816
.333494
.498B27
.085493
.250527
.41616 PAD RESPONSE AT END OF 2.125 DAYS -
NO PAD/ROCK CONSTRAINT 664161
.581494
.746523 Figure LCNC Time 2.125 days 4
CO
,Z
Sheet 5 of 7 FAA ENERCON SERVICES, INC.
Appendix LCPadNC-TH to Calculation PGE-009-CALC-006 I
XCZ:A SCLU::C0J SUB =;
'_1Y (AV-J)
RSYS=0 EXMX =.U4G1'1 0S1
=.013235 S02X =.77 72' AN EB 10 -03 1.:4Z:22
.003235
.174433
.345e31
.51683
.058534
.260032
.431231 PAD RESPONSE AT END OF 2.375 DAYS -
NO PAD/ROCK CONSTRAINT
. tseo28
.8C2429
.7'3E27 Figure LCNC Time 2.375 days ICL'AL~ SOWTICIos AN PFEE 1 2C03 SUB =1 JY (AVG1 RSYS=O 0aX
=.&53242 SHN =.004577 sNx =.025519 M
SM XI
.004577 87008
.36944
.551872
.734303
.095793
.275224
.46065E
.643087
.825519 PAD RESPONSE AT END OF 3.125 DAYS NO PAD/ROCK CONSTRAINT Figure LCNC Time 3.125 days C o T
Sheet 6 of 7 F'j ENERCON Fl 3 SERVICES, INC.
Appendix LCPadNC-TH to Calculation PGE-009-CALC-006
- Yi
!;,V--
D,^rM =.P eQe3 Sbx =.353323 AN FEB 10 2'03 1?:43:3.
.006043
.189581
. 373119
.556658
.097812
.28135
.46488d PAD RESPONSE AT END OF 4.125 DAYS -
NO PAD/ROCK CONSTRAINT
.740'9s
.E43427
.8318/5 Figure LCNC Time 4.125 days S)AP=L- 0 S~IM =1
-Y (AVG) rSYS=e
'.Y
=.E44066 SM =.04349e SMX =.F024817 AN FE2 10 2C'03 13;-4:40 MIUMV>*
.Uqjq9u
.211J123
.390148
.564373
.13C31
.303936
.477561 PAD RESPONSE AT END OF 6.125 DAYS -
NO PAD/ROCK CONSTRAINT
.737998
.65118E
. 24911 Figure LCNC Time 6.125 days
Sheet 7 of 7 E
~
ENERCON F>
aSERVICES, INC.
Appendix LCPadNC-TH to Calculation PGE-009-CALC-006 xCAL sc:u=Ox SUB =i UY sAVI}
?SYS='
IMY =.e4;4.
SMI =.09397 SMx =.Slis4 AN FES 10 2C,03 1?:
- ,)8 MMOM
. 09C99
.252762
.414527
.576292
.171Ie
.333645
.49541 PAD RESPONSE AT END OF 7.375 DAYS -
NO PAD/ROCK CONSTRAINT
.7380553
.65717-
.el594 Figure LCNC-1 1 - Time 7.875 days CDG
Sheet 1 of 18 I
SERVICES, INC. Appendix STPadNC-TH to Calculation PGE-009-CALC-006 Originator:
S. C. Tumminelli Date:
March 3, 2003 Appendix STPadNC-TH This Appendix presents the ANSYS plots of the pad stresses Sx and Sz for the unconstrained thermal stress analysis summed Load Cases.
Sheet 2 of 18 F
'~ENERCON l
SERVICES, INC.
-~~ 3Appendix STPadNC-TH to Calculation PGE-009-CALC-006
- rCr.l Sli'V1cN S-EP=1 SUB =
T-? MZ=l RSYs=r M =. 'J7751 SMN s
.C
- .MX =f5.5r' AN FEB 10 zeo3 Ic
- 11:'5
-E.65
- 7. 174
- 20. 995 34.;21
.262152
- 14. 06 27.909 PAD RESPONSE AT EDI OF 0.25 DAY'S -
NO PAD/ROCK CONSTRAINT
- 49. 45 41.733
- 55. 557 Figure STNC-I - Sx at time 0.25 days AN FEB 10 20e3 STEP-l'E113 lSUB =S TIME=l SZ tAVrG RSY5=0 WY. =.07575' SMNI=6.1 sm Sl'.X =.
42 X
-S.216 7.397 21.01 34.623 43.235
.590618 14.203 27.216 41.429 55.042 PAD RESPONSE AT END OF 0.25 DAYS -
NO PAD/ROCK CONSTRAINT Figure STNC Sz at time 0.25 days cO7
Sheet 3 of 18 F-T ENERCON v l3SERVICES, INC-Appendix STPadNC-TH to Calculation PGE-009-CALC-006 AN TEB 1; 2 53 SU5 1
SX A'NG5 RSYS=C S.YN4 =-e5.60?
SMX<
=20 S.$eSS nM
-65. 609
-5.721 54.168 M1. 056 173. 944
-35.EC5 24.223 84.112 M
2449?
PAD RESPONSE AT END OF rG.5O DAYS -
NO0 PAD/ROCK CONSTRAINT Figure STNC Sx at time 0.50 days BNOL SCLUITiCN s7EP=2 SUB =1 5Z (AV-3)
FSYS C DMX =.1742S1 S4N -67.4i5 SW( =204. 7/e AN F ES 1S 2 103 lE:11:59 X__
_~;i?,
'_;- I I
.I r0M W~~
-S7.465
-6.9c9 53.52S 114.024
-37.217 23.28 83.775 PAD RESPONSE AT END OF 0.50 DAYS - NO PAD/ROCK CONSTRAINT 174.52 144. 272 204.768 Figure STNC4 - Sz at time 0.50 days
Sheet 4 of 18
'J SENERCON F"A SERVICES, INC.
Appendix STPadNC-TH to Calculation PGE-009-CALC-006 XN'ZA SCt.
ION STEP i
SUE =l i
SX (AVG>
, PSYS=F DXCX =.227B26 S."t =--8.257 g4X =299.7'3 AN SEE 1 2C, I
- 12:23 21-L.-
_X g-
-30.257 4.192 88.641 173.DOG 257.53R
-38.033 4E.416 130.S65 215.354 29'.7E3 PAD RESPONSE AT END OF 0.625 DAYS NO PAD/ROCK CONSTRAINT Figure STNC Sx at time 0.625 days NSZAL SCLUTION S:EP=3 SUB =1 Si WCVO)
RSYS=C DX =.207le SI.N =--2.03C4 S.X
=301.753 AN FEB 1CU 2-.'3 lf162:35 X L_
-82.074 3.221 88.516 173.811
-39.426 45.e69 131.164 PAD RESPONSE AT END OF 0.625 DAYS -
NO FAD/ROCK CONSTRAINT 259. 106 216.458 301.753 Figure STNC Sz at time 0.625 days
Sheet 5 #f 18 ENERCON SERVICES, INC.
Appendix STPadNC-TH to Calculation PGE-009-CALC-006 3C0EAi SC!X1roD S-EP=4 1.22 V5 SLBe =159t S.XXb =-137. 7c4 SW. =3 5 >. Q55 FEB 1' 2.0' 10.:::51 X I
-It EP.
At4 FAD RESPONSE ATZ
-67.4f 52.54r I53-I44
-127.612
-7. 30 112. 117 END OF 1.125 EAYS -
NO PAD/ROCK CONSTRAIPNT E
233. 301 353. 545 Figure STNC Sx at time 1.125 days NODAYL SCLb 10N' s7EP=4 SUB =1 9Z tAVj)
RSYS-C 51x
=,
00oo65 094 =-159.57?
S1
=359.695 AN FEB 1", ZCk3 1c::2
-199.578
-67.517 54.543 17i. 04
-128.547
-6.437 115.574 PAD RESPONSE AT END OF 1.125 DAYS -
NO PAD/ROCK CONSTRAINT 29U.6t4 237. E34 351.695 Figure STNC Sz at time 1.125 days
A F. zn l~a' Sheet 6 of 18 ENERCON SERVICES, INC.
Appendix STPadNC-TH to Calculation PGE-009-CALC-006 NCG1AL SC;U-IO!
S.EB='
I SUB =;
SX tAVG)
AN FEB 10 2;33 1-.3:1:35 RSYS=0 D0X =.e.4.19 S.HN =-253.35S SIMX =?9?.E84 PAD RESPONSE AT
-112. 324 3-3. 7316 1
.7
-M5.354
-39.294
.C6.765 END OF 1.625 DAYS -
NO PAD/ROCK CONSTRAINT 325. 355 252.525 Figure STNC Sx at time 1.625 days NOIAL SOLUTIOX S4EP=5 SUB =1 5
W.A-)
RSYS=C DMY.6384019 SMN -- 261.456 SMX =405.997 AN FE8 lu ZC-03 16:13:Sc
-261.456
-113.133 35.19 183.513
-187.295
-38.972 109.351A PAD RESPONSE AT END OF 1.625 DAYS -
NO PAD/ROCK CONSTRAINT 331. 35 257. 674 4035.97 Figure STNC Sz at time 1.625 days (A1
Sheet 7 of 18 F-l ENERCON
_ SERVICES, INC' Appendix STPadNC-TH to Calculation PGE-009-CALC-006 XcrAPL SCi i'.:.X s:EP=E SU? =,.
5X
'AVOI MX =.77F271 S:DM =-2;1.'54' aMZ =4031. 47?
AN cE3 I0
.:33 1
14::c X A
-2831.64S
- I§3; 2
4 22~
z.6 I 175.1
-205.523
- 53.274 M8.975 PAD RESPONSE Ar END OF 2.125 DAYS -
NO PAD/ROCf CONSTfRAINT 727. f49
- 25..22 1 3C2. -3*3 Figure STNC Sx at time 2.125 days NODA3. SCDVIOX FEB 1(
S-EP= i S
SUB =1 52 WAVG?
RSYiS=O 135(=.
u271 1MB =-255.32-SY;( =41. s14
-Ze5.329
-130.622 24.086 178.793 333.5
-207.915
-53.268 101.435 256.14E 4310.?54 PAD RESPONSE A* END OF 2.125 DAYS -
NO PAD/ROCK CONSTRAINT Figure STNC Sz at time 2.125 days
F:j ENERCON 37 SERVICES, INC.
Sheet 8 of 18 Appendix STPadNC-TH to Calculation PGE-009-CALC-006
-CAL SC:,': T1C; S-EP=7 SUB3 =1 SX iAVG)
S4 l =-2?1.45?
SPX4 =?95.37' AN FEB 1 2lC.3 1'::4:50 PAD
-261.45 -131.12 19.35 169.76
-el. 455
-- :131.O2 19.355 1 69-.7-61t
-206.255
-55.94S 94.553 RESPONSE AT END OF 2.375 DAYS -
NO PAD/ROCK CONSTRAINT 320. 1I?
244. 954
?39. 3 71 Figure STNC Sx at time 2.375 days INaiA SCLUiTION STEP=7 SUB =1 S1 Z SVC.)
RSYS=C DCX =.E04E18 SIN =-255.23' SM1 =402.512 AN FEB 17 10 11ze>
I1:15 :1
-2529
-132.317 272.606 173.528
-2c8.77a
-55. 356 97.017 PAD RESPONSE AT END OF 2.375 DAYS -
NO PAD/ROCK CONSTRAINT 249.99 326.451 402.912 Figure STNC Sz at time 2.375 days
Sheet 9 of 18 AF.,
Ft _
ENERCON SERVICES, INC.
Appendix STPadNC-TH to Calculation PGE-009-CALC-006 I %C-A SC:47-10N I -
EP=e I
SUF =1 i SX AVG I i MX-.653242 5.1W =-254.33-34X
='J2.159 I
AN FE9 10 2.0' IE::E::9
-214.339
-121.7 7 10.7E 143.15
-Je0.-57
-55.454 77.265 PAD RESPONSE A7 ESD OF 3.125 DAYS -
NO PAD/ROCK CONSTRAINT 275. 912 209.E.31 342.134 Figure STNC Sx at time 3.125 days NS5D1Al SC.LVCIOX cS.EP=E SU8B=
SZ (AVG')
RSYS=C DM =.E53242 NN =-25E.001 SS =349. 537 AN FEB 10 2IQ3 lE::5:31
-2se.007
-122.996 12.012 147.022
-190.503
-55.493 79.51' PAD PRESPONSE AT END OF 3.125 DAYS -
NO PAD/ROCK CONSTRAINT 2S2.032 214,527 349.537 Figure STNC Sz at time 3.125 days e P
Sheet 10 of 18 F.
ENERCON
'3 SERVICES, INC.
Fl Appendix STPadNC-TH to Calculation PGE-009-CALC-006 NOIAZ SC;':-ICN S.EP=5 SCB, = 1 SUP SX
'AVGi P.3YS=r D!U!X =.e.8326 S." =-211.i83 SNX =235. e113 AN FIE ii 2 '33 ltE; : :
X i,_
-213.113
-121A51
-12.518 58.514
-161.517
-62.1?4 37.143 136.4e1 PAD RESPONSE AT END OF 4.125 DAYS -
NO PAD/ROCK CONSTRAINT
- 16. 141-Figure STNC Sx at time 4.125 days NCrAL SCU.=IOll STEP=9 SUB =1 S
(AVG)
RSYS=C0 D3X =.5S326 MNN =-21E.36?
SMX =247.536 AN FEB 1'. 23t13 16:18 2; 34
-11.3
-218368 -166.601
-114
-63.067 4.467
.234 PAD RESPONSE AT END OF 4.125 DAYS -
NO PAD/ROCK CONSTRAINT 112. lI' 144. '3C2 247. 536 Figure STNC Sz at time 4.125 days
Sheet 11 of 18 F.-
TENERCON F 3 SERVICES, INC.
Appendix STPadNC-TH to Calculation PGE-009-CALC-006 5 1A: SC:t.I ON S-EP=:0 5US =1 SX (AVG!
- M
=.e44C^.E SMI? =-541.353 SM42 =135.4E2 AN EEB 1., 2^03 10:1' U X
- wSwaww-
-154.3^3 l6-ae9-27e
-671-24-204
.3 4G.?1l
-121l.D1S
-A.741 E.333 PAE RESPONSE AT~ E2ID OF C.125 DAYS - NO PAD/ROCK CONSTRAINT 73.4;7 1 05. 945 138.48e2 Figure STNC Sx at time 6.125 days AN FEB 10 ze.v3 S-EP=10 11E:7:2 sua =1 SZ (AV31 M5i. =.1E44048 SIN =-147.275 SMX =152.122
-147.275
-eO.742
-14.21 52.322 118.854
-114.CO!
-47.476 19.157 5.58,1 152.122 PAD RESPONSE A-END OF 6.125 DAYS - NO PAD/ROCK CONSTRAINT Figure STNC Sz at time 6.125 days
Sheet 12 of 18 F'.
ENERCON SERVICES, INC.
Appendix STPadNC-TH to Calculation PGE-009-CALC-006 NI!LA-SCILCTION SE7P=l:
5'7
=1 SX (AV5)
L4X =.534649 S92N =-219.674 SHX =124.359 AN FEB 1G 2.03 1cl-:d
N'-a:m
-
- 139.
14
-143i.Z2.1
-t-,. I ll
-1S1.4414
-104.996
-28.545 PAD RESPONSE AT END OF 7.875 DAYS -
NO PAD/ROCK CONSTRAINT s6.133 47.907 124. 359 Figure STNC Sx at time 7.875 days I A AN NqCD>P SCDU.IN
'S01 2.'
FEB k)2W S-EP= 11 1
9 SUB =
Sz (AVGS)
RSYS=C DNX =.e34e49 SMN =-219.962 S9
-130.472 X'
-219.8e2
-142.C25
-64.169 13.697 91.543
-180.954
-103.097
-25.241 52.615 130.472 PAD RESPONSE AT END OF 7.875 DAYS -
NO PAD/ROCK CONSTRAINT Figure STNC Sz at time 7.875 days C'-
Sheet 13 of 18 I'tj ENERCON EVCEIC Appendix STPadNC-TH to Calculation PGE-009-CALC-006 F:1EMENTS PA7H ANd FEL 10 2C03 IE:, :S' PAD RESPONSE At END OF 2.125 DAYS -
NO PAD/ROYE DONS741NT Figure STNC Locations where stresses are plotted X side where X is 285.6 in. and Z is 0.0 Center where both X and Z are 0.0 and Z side where X is 0.0 and Z is 510.0 in.
Marrzi Sheet 14 of 18 F
f b ENERCON Ev SERVICES, INC. Appendix STPadNC-TH to Calculation PGE-009-CALC-006 PCST1 S-EP-5 SUB '1 PA., PibC Sz ANM' FE2 10 2.03 Ic:21:35 313.8f 3_
214. 40X 224.21Z
- E4.33/
- 04.554 44.72a
-15.03\\
-74.927
-134.755
-:34.533
-254.411
- 9.2 3e.4 3.6 23.4 43 DIST
- 1. 6 76.5 4'.2 36.4 END OF 1.625 DAYS SX AND SZ AT CENTER Figure STNC Sx and Sz at Center at time 1.625 days Figure STNC Sx at X side at time 1.625 days
Sheet 15 of 18 c12t' ENERCON SERVICES, INC.
Appendix STPadNC-TH to Calculation PGE-009-CALC-006 AN, S-EP' FE9 10 2:03 3':EP-!16:22:35 SUE -;
PA.H P:.C2 4)S.9S6 339.243 2-2. 5'13 229. 7;3
'2.243 5.323
-42.221
-:27. 9c4:,,
-Mf.4%s.
oo
- 9.2 3e.4 S'.f
'6.8 Sf 9.6 21.6 4
f1.2 3f.4 DIST END: OF I.E25 DAYS SZ ON Z SIDE Figure STNC Sz at Z side at time 1.625 days PCS7I FEB 10 2'0 STEP-f 16:2l:14 SUB -1 PX78H P.DOT S.,
32).513 25.7
\\
- 92.919 134.22
.5.321 28.522
-42.Z7C
-172.C75
''\\j
_:59.974
-213.t73
-237.417 C
'9.2 38.4 s'.e 14.8 Sf 3.6 29.t 43 f1.2 8f.4 DIST END OF 2.125 DAYS SX AID SZ AT CENTER Figure STNC Sx and Sz at Center at time 2.125 days
E 3
Sheet 16 of 18 ENERCON SERVICES, INC.
Appendix STPadNC-TH to Calculation PGE-009-CALC-006 AN.
FCST1 FEB 10 2C03 SSEP f 1E 2E 145 SUB -1 PA-3H P'C7 4J :.33i 2323. J2 264.?43 126.4 4
- 23.:45 D
S O
53.348
-3.452
-253. 343
-231.4 e.
t 19.2 38.4 5'.4
'6.8 ge6 i
23.5 43 e.3 ee.4 E.SD OF 2.125 DAYS SX ON X SIDE Figure STNC Sx at X side at time 2.125 days AN--
POSTI FE3 lo 20'3 STEP.
If :2f:44 SUB I
PA:i P:'CT 412.353 341.232 2 7 1. 4 1 4 i
2)1.3S6.
- 32.3e E2.74.
-6.857
-34.475
-46.033
-213.711
-235.32?
- 9.2 3e.4 51.4 74.3 se
- .e 2e.e 4i 47.2 56.4 DIST END OF 2.125 DAYS SZ ON Z SIDE Figure STNC Sz at Z side at time 2.125 days
gm fif V71 P Sheet 17 of 18 ENERCON SERVICES, INC.
Appendix STPadNC-TH to Calculation PGE-009-CALC-006 I PST1 i S-EP-7
! SUB -1 i
PA-H P.OT SZ AN FEB 10 2:03 lf:2?::9
'9.2 32.4 5'.f
'.S se P.6
- 25.
43 4'.2 3f.4 DIST EtlD OF 2.375 DAYS SX AND SZ AT CENTER Figure STNC Sx and Sz at Center at time 2.375 days AN PCS371 FEB 10 2tC03 S.EP-7 lE:35:01 SUB -1 PA3.H PICT 333.4cS.
325.917:
252.436 1i3.9$3 123.523 56.0'
-11.435 A
-79.979
-213.9.4
-231.457
- .2 3L 4 5'.e If.e sC 3.6 23.e 43 6e.2 54.4 DIST END OF 2.375 DAYS SK ON X SIDE Figure STNC Sx at X side at time 2.375 days
St --
Sheet 18 of 18 S-ECST H
c ENERCON
-009-CALC-006
¢F 'i' SERVICES, INC.
Appendix STPadNC-TH to Calculation PGE-09CL-0 PCSTI STEP-7 PF>-H P:CT AN 7E3 10 2:'3 16:3?:5e
- 2'.52~
153.4335 547.9"3
-14
- 7. 3 E5
-236.424 C
.9.2 3e.4 R.f 23.E 43 DIST e'.2 36.4 END OF 2.375 DAYS SZ ON Z SIDE Figure STNC Sz at Z side at time 2.375 days
F.
z
}E,,,
F 1
ENERCON
' I a SERVICES, INC. Appendix SH-Loads to Calculation PGE-009-CALC-006 Sheet 1 of 2 Originator:
Date:
Revised:
S. C. Tumminelli September 20, 2002 March 3, 2003 Appendix SH-Loads This Appendix presents the ANSYS file documenting the applied loads for the shrinkage stress analysis.
This analysis was performed using the constrained model.
ENERCON I-Ia SERVICES, INC.
Appendix SH-Loads to Calculation PGE-009-CALC-006
/FILE, PadSh RESUME EALL NALL MPLI CMLI
/PREP7 LSCLEAR,ALL
/title,Shrinkage at 117 days and Deadweight
/COM, BC'S ALL LOAD STEPS D,SYMXY,UZ,0.0 D,SYMYZ,UX,0.0 D,XEDGE,UX,0.0 D,XEDGE,UY,0.0 D,XEDGE,UZ,0.0 D,ZEDGE,UX,0.0 D,ZEDGE,UY,0.0 D,ZEDGE,UZ,0.0 D,BOT,UX,0.0 D,BOT,UY,0.0 D,BOT,UZ,0.0 ACEL,0,1,0 BFUNIF,TEMP,0.0 BF,CONC80,TEMP,-89.38 BF,CONC75,TEMP,-24.71 BF,CONC70,TEMP,-6.76 BF,CONC65,TEMP,-0.42 BF,CONC60,TEMP,2.32 BF,CONC50,TEMP,4.44 BF,CONC40,TEMP,4.83 BF,CONC30,TEMP,4.83 BF,CONC20,TEMP,4.83 BF,CONC10,TEMP,4.83 BF,CONCO5,TEMP,4.83 BF,CONCOO,TEMP,4.83 LSWRITE,1 FINISH SAVE
/EXIT Sheet 2 of 2
ENERCON SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 Sheet 1 of 11 r
Originator:
Date:
Revised:
S. C. Tumminelli September 20, 2002 March 3, 2003 I
Appendix RPad-SH This Appendix presents the ANSYS output file documenting the execution of the shrinkage stress analysis and the output temperatures for checking. This analysis was performed using the constrained I model.
Sheet 2 of 11 F
ENERCON SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 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 ANSYS 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
- the United States.
- 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 227.7202-3(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 PR-OR EXPRESS WRITTEN PERMISSION
- OF SAS IP, INC.
- 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.
- 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. CA&SI IS NOT LIABLE FOR
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
ENERCON FSERVICES, IC S V INC Appendix RPad-SH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PadSh Sheet 3 of 11 BATCH MODE REQUESTED MEMORY REQUESTED (MB)
DATABASE SIZE REQUESTED (MB)
= LIST
= 520
150 00150104 VERSION=INTEL NT CURRENT JOBNAME=PadSh 19:04:08 JAN 23, RELEASE= 6.0 UP20010919 2002 CP
0.150 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
/file,PadSh resume nail eall mpli
/solu
/HEADER,ON,OFF,OFF,OFF,ON,OFF elist,530 lssolve,1 finish save
/com print the temperatures for checking EALL NALL
/POST1
/HEADER, ON, OFF,OFF,OFF,ON,OFF NSEL,S,LOC,X,0.0 NSEL,R,LOC,Z,0.0 NSEL,R,LOC,Y,0.0,-145.0 NLIS SET,1 NSORT,LOC,Y PRNSOL,BFE NUSORT FINISH eall nail SAVE
/EXIT RUN SETUP PROCEDURE FROM FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE=
CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAIE=PadSh.db
- ANSYS GLOBAL STATUS ***
0 TITLE = Shrinkage at 117 days and Deadweight NUMBER OF ELEMENT TYPES =
5
E.,.I..;;
on
.X.9 Sheet 4 of 11 ENERCON SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 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 MAXIMUM COUPLED D.O.F. SET NUMBER NUMBER OF SPECIFIED CONSTRAINTS MAX MAX MAX MAX MAX MAX ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL. NUMBER =
9341 10212 166 339 224 48 2
1 0
(CARTESIAN) 367 4657 INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh 10212 NODES (OF 8812 ELEMENTS (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
8812 DEFINED) SELECTED BY EALL COMMAND.
LIST MATERIALS PROPERTY= ALL 1 TO 2 BY 1
PROPERTY TABLE TEMPERATURE 0.0000 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 ALPX MAT=
1 NUM. POINTS=
DATA TEMPERATURE DATA 0.50000E-05 1
TEMPERATURE 1
TEMPERATURE 1
TEMPERATURE DATA DATA DATA PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 EX MAT=
2 NUM.
POINTS=
DATA TEMPERATURE DATA 0.28440E+07 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 0.86800E-01 1
TEMPERATURE 1
TEMPERATURE DATA DATA ANSYS SOLUTION ROUTINE PRINT HEADER DO NOT PRINT SUBTITLE(S)
DO NOT PRINT LOAD STEP ID
Sheet 5 of 11 F..
~
^
ENERCON F1 SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 DO NOT PRINT NOTE LINE(S)
PRINT COLUMN HEADER LABELS DO NOT PRINT REPORT TOTALS LIST ALL SELECTED ELEMENTS IN HINGE 1
530 TO 530 STEP 1
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:04:08 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight
- 0. 561 ELEM MAT TYP REL ESY SEC TSHA NODES 530 2
2 1
0 1
1 28 29 3
672 1050 1064 728 ANSYS RELEASE 6.0 UP20010919 19:02:58 01/23/2002 PRINTOUT RESUMED BY /GOP Load step file number 1. Begin solution...
ANSYS SOLVE COMMAND NOTE ***
CP=
1.893 TIME= 19:04:10 Real constant 1 has been referenced by element types 4 and 5.
We assume it identifies a contact pair.
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:04:10 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight 2.213 S O L U T ITO N O P T I O N S PROBLEM DIMENSIONALITY.............3-D DEGREES OF FREEDOM......UX UY UZ ANALYSIS TYPE.................STATIC (STEADY-STATE)
NEWTON-RAPHSON OPTION.......
PROGRAM CHOSEN
- NOTE ***
CP=
2.293 TIME= 19:04:10 Present time 0 is less than or equal to the previous time.
Time will default to 1.
NOTE ***
CP=
2.293 TIME= 19:04:10 Nonlinear analysis, NROPT set to the FULL Newton-Raphson solution procedure for ALL DOFs.
SOLCONTROL,ON uses sparse matrix direct solver NOTE
- CP=
2.293 TIME= 19:04:10 The conditions for direct assembly have been met.
No.emat or.erot files will be produced.
F~ A ENERCON Fiz SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 Sheet 6 of 11
- WARNING ***
CP=
2.293 TIME=
The program chosen initial timestep/load-factor is arbitrary.
necessary for the user to supply a suitable initial timestep/load-factor through the NSUB or DELTIM command for convergence and overall efficiency.
19: 04 :10 It is L O A D S T E P O P T I O N S LOAD STEP NUMBER..
1 TIME AT END OF THE LOAD STEP..........
1.0000 AUTOMATIC TIME STEPPING..
ON INITIAL NUMBER OF SUBSTEPS.........
1 MAXIMUM NUMBER OF SUBSTEPS.........
5000 MINIMUM NUMBER OF SUBSTEPS.........
1 START WITH TIME STEP FROM PREVIOUS SUBSTEP.
YES MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS....
15 STEP CHANGE BOUNDARY CONDITIONS........
NO TERMINATE ANALYSIS IF NOT CONVERGED......YES (EXIT)
CONVERGENCE CONTROLS..............USE DEFAULTS INERTIA LOADS X
Y Z
ACEL............
0.0000 1.0000 0.0000 PRINT OUTPUT CONTROLS.............NO PRINTOUT DATABASE OUTPUT CONTROLS............ALL DATA WRITTEN FOR THE LAST SUBSTEP NONLINEAR MONITORING INFO IS WRITTEN TO FILE= PadSh.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.
- NOTE ***
CP=
3.295 TIME= 19:04:11 Deformable-deformable contact pair identified by real constant set 1 has been set up.
Default contact stiffness factor FKN Default penetration tolerance factor FTOLN Initial contact closure factor ICONT Default pinball region factor PINB Default Max. friction stress TAUM4AX Absolute tangent contact stiffness FKT Warning: Initial penetration is included.
~)*******
1.0000 0.10000 0.100OOE-05 1.0000 0.10000E+21 0.100OOE-08 NOTE ***
CP=
3.345 TIME= 19:04:11 Max.
Initial penetration 1.421085472E-14 was detected between contact element 9172 and target element 9002 specified by real constant set 1.
ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.rdb FOR POSSIBLE RESUME FROM THIS POINT
- CENTROID, MASS, AND MASS MOMENTS OF INERTIA *****
CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID
F. ENERCON SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 TOTAL MASS =
0.21419E+07 Sheet 7 of 11 MOM. OF INERTIA ABOUT ORIGIN MOM. OF INERTIA ABOUT CENTROID CENTROID XC =
YC =
ZC =
204.00
-48.000 315.00 IXX =
IYY =
IZZ =
IXY =
IYZ =
IZX =
- 0. 2896E+12
- 0. 4016E+12
- 0. 1251E+12 0.2097E+11
- 0. 3238E+11
-0.1376E+12 IXX IYY IZZ IXY IYZ IzX 0.7218E+ll
- 0. 9997E+l1 0.3104E+ll
-0.7744E-03
-0.8354E-03 0.4333E-02 MASS
SUMMARY
BY ELEMENT TYPE ***
TYPE MASS 2 0.214186E+07 Range of element maximum matrix coefficients in global coordinates Maximum= 1.813333333E+09 at element 9327.
Minimum= 4772865.79 at element 5330.
ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1
6602 SOLID45 4.346 0.000658 2
1870 SOLID45 1.272 0.000680 4
170 TARGE170 0.020 0.000118 5
170 CONTA174 0.371 0.002180 Time at end of element matrix formulation CP= 10.4049616.
FORCE CONVERGENCE VALUE = 0.2900E+08 CRITERION= 0.1479E+06 SPARSE MATRIX DIRECT SOLVER.
Number of equations =
25612 Memory available for solver Memory required for in-core Optimal memory required for Minimum memory required for EQUIL ITER 1 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 2 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 3 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 4 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 5 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 6 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE Maximum wavefront =
83 112.36 MB 112.36 MB out-of-core =
20.68 MB out-of-core =
11.93 MB NEW TRIANG MATRIX.
MAX DOF INC= -0.1716E-01 1.000 SCALED MAX DOF INC = -0.1716E-01
0.5212E+06 CRITERION
5708.
NEW TRIANG MATRIX.
MAX DOF INC= 0.9238E-02 1.000 SCALED MAX DOF INC =
0.9238E-02
0.1418E+07 CRITERION
5835.
NEW TRIANG MATRIX.
MAX DOF INC= 0.1040E-01 1.000 SCALED MAX DOF INC = 0.1040E-01
0.1213E+07 CRITERION
5956.
NEW TRIANG MATRIX.
MAX DOF INC=
0.7284E-02 1.000 SCALED MAX DOF INC = 0.7284E-02
= 0.1004E+07 CRITERION= 6091.
NEW TRIANG MATRIX.
MAX DOF INC=
0.1065E-01 1.000 SCALED MAX DOF INC =
0.1065E-01
= 0.7391E+06 CRITERION= 6225.
NEW TRIANG MATRIX.
MAX DOF INC=
0.3583E-02 1.000 SCALED MAX DOF INC =
0.3583E-02
= 0.7726E+06 CRITERION= 6360.
Sheet 8 of I1 r
~
ENERCON r
A SERVICES, INC.
Appendix; RPad-SH to Calculation PGE-009-CALC-006 EQUIL ITER 7 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 8 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 9 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 10 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 11 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 12 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 13 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 14 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 15 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 16 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE NEW TRIANG MATRIX.
MAX DOF INC=
0.2614E-02 11000 SCALED MAX DOF INC =
0.2614E-02
0.9198E+06 CRITERION
6493.
Nl'EW TRIANG MATRIX.
MAX DOF INC=
0.3730E-02 1.000 SCALED MAX DOF INC =
0.3730E-02
0.-099E+06 CRITERION
6632.
IEW TRIANG MATRIX.
MAX DOF INC=
0.2912E-02 L.300 SCALED MAX DOF INC = 0.2912E-02
0.4292E+06 CRITERION
6770.
1.2W TRIANG MATRIX.
MAX DOF INC=
0.1897E-02 1
()00 SCALED MAX DOF INC =
0.1897E-02
0.1615E+06 CRITERION
6910.
NEW.l TRIANG MATRIX.
MAX DOF INC=
0.4059E-03 1.000 SCALED MAX DOF INC =
0.4059E-03
0.2171E+06 CRITERION
7051.
NEW TRIANG MATRIX.
MAX DOF INC=
0.7608E-03 1.000 SCALED MAX DOF INC =
0.7608E-03
0.1162E+06 CRITERION
7194.
NEWil TRIANG MATRIX.
MAX DOF INC=
0.1418E-03 1.000 SCALED MAX DOF INC =
0.1418E-03
0.5488E+05 CRITERION
7341.
NEW TRIANG MATRIX.
MAX DOF INC= -0.1960E-03 1.000 SCALED MAX DOF INC = -0.1960E-03
0.2739E+05 CRITERION
7490.
NJEW^,
TRIANG MATRIX.
MAX DOF INC=
0.8241E-04 1l000 SCALED MAX DOF INC =
0.8241E-04
0.1611E+05 CRITERION
7643.
NEWl TRIANG MATRIX.
MAX DOF INC=
0.3239E-04 1.000 SCALED MAX DOF INC =
0.3239E-04
0.3615E-01 CRITERION
7799.
<<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 16 ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL, CP AVE CP 1
2 4
5 6602 1870 170 170 SOLID45 SOLID45 TARGE170 CONTA174 3.205 0.000499 1.0)02 0.000536 0. n.00 o 0.000000 0.090 0.000530 NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL, CP AVE CP 1
6602 SOLID45 2
1870 4
170 5
170 LOAD STEP
- TIME =
SOLID45 TARGE170 CONTA174 1
SUBSTEP 1.00000 0.330 0.000050 0l!)0 0.000054 2.020 0.000118 O.000 0.000000 1 COMPLETED.
TIME INC =
1.00000 CUM ITER =
16
- ANSYS BINARY FILE STATISTI'S BUFFER SIZE USED= 16384 44.938 MB WRITTEN ON ELEME'NT SAVED DATA FILE: PadSh.esav 8.188 MB WRITTEN ON ASSEMBLED MATRIX FILE: PadSh.full 19.188 MB WRITTEN ON RESULTS FILE: PadSh.rst
F ' ENERCON M 5 SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 FINISH SOLUTION PROCESSING Sheet 9 of 11
- ROUTINE COMPLETED *****
CP =
806. 710 ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT print the temperatures for checking 8812 ELEMENTS (OF 10212 NODES (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 DEFINED) SELECTED BY NALL COMMAND.
1
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:18:22 JAN 23, 2002 CP=
807. 852 Shrinkage at 117 days and Deadweight
- ANSYS RESULTS INTERPRETATION (POSTI) *****
- NOTE ***
CP=
807.852 TIME= 19:18:22 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).
PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS SELECT KABS=
FOR ITEM=LOC COMPONENT=X
- 0. TOLERANCE= 0.1000OOE-05 BETWEEN 0.0000 AND 0.0000 626 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
RESELECT KABS=
0.
FOR ITEM=LOC COMPONENT=Z TOLERANCE= 0.100000E-05 BETWEEN 0.0000 AND 0.0000 26 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
RESELECT KABS=
0.
FOR ITEM=LOC COMPONENT=Y TOLERANCE= 0.14500OE-05 BETWEEN -145.00 AND 0.0000 18 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
LIST ALL SELECTED NODES.
DSYS=
0 1
F ^
ENERCON Fj-a SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 Sheet 10 of 11
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:18:22 JAN :
23, 2002 CP:
807.872 Shrinkage at 117 days and Dead-weight NODE 1
16 26 27 28 61 71 72 73 74 113 123 133 146 156 169 179 180 X
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
- 0. 0000 0.0000 0.0000 0.0000 0.0000
- 0. 0000 0.0000 0.0000 0.0000 Y
- 0. 0000
-24.000
-18.000
-12. 000
-6.0000
-84.000
-72.000
-60.000
-48.000
-36.000
-96. 000
-90. 000
-96.000
-108.00
-102. 00
-144.00
-132.00
-120.00 z
0.0000
- 0. 0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
- 0. 0000 0.0000 0.0000 0.0000 THXY 0.00
- 0. 00 0.00 0.00
- 0. 00 0.00 0.00 0. 0 0 0.00 0.00 0.00
- 0. 00 0. 00 0.00 0.00 0. 0 0 0.00
- 0. 00 THYZ 0.00
- 0. 00
- 0. 00
- 0. 00 0. 0 0 0.00 0. 00 0. 0 0 0.00 0.00 0.00 0.00 0. 0 0 0.00
- 0. 00 0.00 0.00 0.00 THZX 0.00
- 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 0 0 0.00 0.00
- 0. 0 0 0.00 0.00 0. 0 0 0.00 0. 0 0 USE LOAD STEP 1
SUBSTEP 0
FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=
1 TIME/FREQUENCY=
1.0000 TITLE= Shrinkage at 117 days and SORT ON ITEM=LOC COMPONENT=Y SUBSTEP=
1 CUMULATIVE ITERATION=
16 Deadweight ORDER= 0 KABS= 0 NMAX=
10212 SORT COMPLETED FOR 18 VALUES.
PRINT BFE NODAL SOLUTION PER NODE 1
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:18:24 JAN 23, 2002 CP=
809.414 Shrinkage at 117 days and Deadweight NODE 1
28 27 26 16 74 73 BFETEMP
-89.380
-24.710
-6.7600
-0.42000 2.3200 4.4400 4.8300
Sheet 11 of 11 ENERCON SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 72
- 4. 8300 71
- 4. 8300 61
- 4. 8300 123 4.8300 113 4.8300 133 4.8300 156 0.0000 146 0.0000 180 0.0000 179 0.0000 169 0.0000 NODE SORT REMOVED EXIT THE ANSYS POSTI DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
809.424 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.dc FOR POSSIBLE RESUME FROM THIS POINT PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
1 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ANSYS RUN COMPLETED Release 6.0 UP20010919 INTEL NT Maximum Scratch Memory Used
=
36154348 Words 137.918 MB CP Time (sec) =
811.066 Time
=
19:18:27 Elapsed Time (see) =
861.000 Date
=
01/23/2002 ll
ENERCON SERVICES, INC. Appendix EPad-SH to Calculation PGE-009-CALC-006 Sheet 1 of 6 Originator:
Date:
Revised:
S. C. Tumminelli September 20, 2002 March 3, 2003 I
Appendix EPad-SH This Appendix presents the ANSYS output file documenting the equilibrium check for the shrinkage stress analysis. This analysis was performed using the constrained model.
F A,
1Sheet 2 of 6
^
ENERCON F
w SERVICES, INC.
Appendix EPad-SH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U ll 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 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
- the United States.
- 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 227.7202-3(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: Linear 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. CA&SI IS NOT LIABLE FOR
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Sheet 3 of 6 F §ENERCON SERVICES, INC.
Appendix EPad-SH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PadSh BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
520 DATABASE SIZE REQUESTED (MB) = 150 00150104 VERSION=INTEL NT RELEASE= 6.0 UP20010919 CURRENT JOBNAME=PadSh 19:32:16 JAN 23, 2002 CP
0.150 1 /com, 2
/com, This routine processes load results data for the 3
/com, evaluation of equilibrium.
4
/com 5
/com, Results 6 /com 7
/com 8
/com 9
/com 10
/com 11
/com ****** Reactions **'***
12
/com 13
/file,PadSh 14 resume 15
/header,on,on,on 16
/postl 17 spoint,,0,0,0 18
/com 19
/com ***********************
20
/com ********
SET 1 21 SET,1 22 eall 23 cmsel,s,bot 24 cmsel,a,symxy 25 cmsel,a,symyz 26 cmsel,a,xedge 27 cmsel,a,zedge 28 fsum 29
/com 30
/com ***********************
31
/com 32
/com 33 fini 34
/exit 35 36 37 38 39 40 41
t ~If ENERCON SERVICES, INC.
Appendix EPad-SH to Calculation PGE-009-CALC-006 RUN SETUP PROCEDURE FROM FILE= C:'\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans Sheet 4 of 6
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE=
0 This routine processes load results data for the evaluation of equilibrium.
Results
- Reactions ******
CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAME=PadSh.db
- ANSYS GLOBAL STATUS ***
TITLE = Shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
MAX 10212 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED. MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER
=
MAXIMUM REAL CONSTANT SET NUMBE?
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F. SET NUMBER
=
NUMBER OF SPECIFIED CONSTRAINTS
=
ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL. NUMBER =
9341 10212 166 339 224 48 2
1 0
367 4657 (CARTESIAN)
INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh PRINT HEADER PRINT SUBTITLE(S)
PRINT LOAD STEP ID DO NOT PRINT NOTE LINE(S)
PRINT COLUMN HEADER LABELS DO NOT PRINT REPORT TOTALS 1
- ANSYS -
ENGINEERING ANALYSIS ANSYS/Mechanical U 00150104 VERSION=INTEL NT SYSTEM RELEASE 6.0 19:32:16 JAN 23, 2002 CP=
- 0. 571 Shrinkage at 117 days and Deadweight
F
~
ENERCON SERVICES, INC.
Appendix EPad-SH to Calculation PGE-009-CALC-006 ANSYS RESULTS INTERPRETATION (POST1)
NOTE ***
CP=
0.571 TIME= 19:32:16 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).
- NOTE ***
CP=
0.571 TIME= 19:32:16 The force summations will be in global Cartesian when the summation point is at the origin.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000 0.00000 0.00000 SET 1
- Sheet 5 of 6 USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=
1 SUBSTEP=
1 CUMULATIVE ITERATION=
TIME/FREQUENCY=
1.0000 TITLE= Shrinkage at 117 days and Deadweight 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
SELECT COMPONENT BOT ALSO SELECT COMPONENT SYMXY ALSO SELECT COMPONENT SYMYZ ALSO SELECT COMPONENT XEDGE ALSO SELECT COMPONENT ZEDGE
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX = -0.1363716E-08 FY
=
-2141863.
FZ
= -0.9923781E-08 MX = 0.6746868E+09 MY = 0.2521556E-06 MZ
= -0.4369400E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 16 EXIT THE ANSYS POSTl DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
2.03 3
Sheet 6 of 6 F l ENERCON ISERVICES, INC.
Appendix EPad-SH to Calculation PGE-009-CALC-006 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
0 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 l*
ANSYS RUN COMPLETED Release 6.0 UP20010919 INTEL NT Maximum Scratch Memory Used
=
1034776 Words 3.947 MB CP Time (sec) =
2.514 Time = 19:32:19 l
Elapsed Time (sec) =
5.000 Date
=
01/23/2002 ll
Sheet 1 of 7 F
ENERCON 9
SERVICES, INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006 Originator:
S. C. Tumminelli Date:
September 20, 2002 Revised:
March 3, 2003 Appendix DPad-SH This Appendix presents the ANSYS output file documenting the pad vertical displacements for the shrinkage stress analysis. This analysis was performed using the constrained model.
Sheet 2 of 7 F;
T ENERCON I
I SERVICES INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U ll W E L C O M E T O T H E A N S Y S P R O G R A M ANSYS 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
- the United States.
- 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 227.7202-3(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.
- t*
- 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.
- 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. CA&SI IS NOT LIABLE FOR
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Sheet 3 of 7 F
ENERCON SERVICES, INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PadSh BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
520 DATABASE SIZE REQUESTED (MB) = 150 00150104 VERSION=INTEL NT RELEASE= 6.0 UP20010919 CURRENT JOBNAME=PadSh 19:35:13 JAN 23, 2002 CP
0.140 1
/com 2 /COM DISPLACEMENT DATA SORTED AND PRINTED 3 /COM 4 /FILE,PadSh 5 RESUME 6 /header,on,off,off,off,on,off 7
/POST1 8 /COM 9 /COM 10 EALL 11 NALL 12
/COM 13
/COM 14
/COM SET 1 15
/COM 16 SET,1 17 ESEL,TYPE,2 18 NELEM 19
/COM 20
/COM 21
/COM MAXIMUM VALUES OF Uy 22
/COM 23 NSORT,U,Y,0,0,2,SEL 24 PRNSOL,U 25 NUSORT 26
/COM 27
/COM 28
/COM 29
/COM MINIMUM VALUES OF Uy 30
/COM 31 NSORT,U,Y,1,0,2,SEL 32 PRNSOL,U 33 NUSORT 34
/COM 35
/COM 36
/COM
F ' ]ENERCON SERVICES, INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006 37 FINI 38
/EXIT 39 40 RUN SETUP PROCEDURE FROM FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans Sheet 4 of 7
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE=
DISPLACEMENT DATA SORTED AND PRINTED CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAM2IE=PadSh.db
- ANSYS GLOBAL STATUS ***
0 TITLE = Shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
MAX 2164 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED. MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F. SET NUMBER
=
NUMBER OF SPECIFIED CONSTRAINTS
=
ELEMENT NUMBER =
9341 NODE NUMBER =
10212 KEYPOINT NUMBER =
166 LINE NUMBER =
339 AREA NUMBER =
224 VOL. NUMBER =
48 2
1 0
367 4657 (CARTESIAN)
INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1
SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS
- ANSYS -
ENGINEERING ANALYSIS ANSYS/Mechanical U 00150104 VERSION=INTEL NT SYSTEM RELEASE 6.0 19:35:13 JAN 23, 2002 CP-0.591 Shrinkage at 117 days and Deadweight
- ANSYS RESULTS INTERPRETATION (POSTI) *****
- NOTE ***
CP=
0.591 TIME= 19:35:13
F3 ENERCON SERVICES, INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006 Sheet 5 of 7 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).
8812 ELEMENTS (OF 10212 NODES (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 DEFINED) SELECTED BY NALL COMMAND.
SET 1 USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=
1 SUBSTEP=
TIME/FREQUENCY= 1.0000 TITLE= Shrinkage at 117 days and Deadweight 1
CUMULATIVE ITERATION=
16 ESEL FOR LABEL= TYPE FROM 1870 ELEMENTS (OF E
2 TO 2 BY 1
3812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT U NODAL SOLUTION PER NODE 1
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:35:14 JAN 23, 2002 CP=
1.793 Shrinkage at 117 days and Deadweight NODE 2610 2609 UX UY UZ USUM
-0.16566E-01 0.58279E-01-0.16965E-01 0.62918E-01
-0.20151E-01 0.58119E-01-0.20370E-01 0.64798E-01 NODE SORT REMOVED
Sheet 6 of 7 F - tENERCON E.
SERVICESIC 1INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006 MINIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 1 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:35:14 JAN 23, 2002 CP=
1.813 Shrinkage at 117 days and Deadweight NODE UX UY UZ USUM 1
0.0000
-0.49676E-02 0.0000 0.49676E-02 672 0.0000
-0.49664E-02-0.21869E-03 0.49712E-02 NODE SORT REMOVED EXIT THE ANSYS POSTi DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
1.813 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
0 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ll ANSYS RUN COMPLETED Release 6.0 UP20010919 INTEL NT Maximum Scratch Memory Used
=
1034776 Words 3.947 MB
F. - i ENERCON F
SERVICES, INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006 Sheet 7 of 7 II I
CP Time (sec) =
2.303 Time
= 19:35:15 1
1 Elapsed Time (sec) =
5.000 Date
=
01/23/2002 I
ENERCON SERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 Sheet 1 of 9 Originator:
S. C. Tumrnminelli Date:
September 20, 2002 Revised:
March 3, 2003 I
Appendix SPad-SH This Appendix presents the ANSYS output file documenting the pad stress response for the shrinkage stress analysis. This analysis was performed using the constrained model.
Sheet 2 of 9 F
ENERCON F3 I SERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 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_____________________________________________________________
- or*
ANSYS 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
- the United States.
- 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 227.7202-3(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: Linear 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. CA&SI IS NOT LIABLE FOR
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
- ,7
Sheet 3 of 9 ENERCON F
SERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 Completing ANqSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS ****
INITIAL JOBNAME
= Padsh BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
520 DATABASE SIZE REQUESTED (MB) = 150 00150104 VERSION=INTEL NT RELEASE= 6.0 UP20010919 CURRENT JOBNAME=PadSh 19:38:14 JAN 23, 2002 CP
0.150 1 /COM 2 /COM 3 /COM STRESS DATA SORTED AND PRINTED BY LOAD CASE 4 /COM 5 /COM 6 /COM 7 /COM THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD CASE 8 /COM FIRST SX, SZ, SI (MAX) AND S3 (MIN) 9 /COM 10
/COM 11
/file,PadSh 12 resume 13
/header,on,off,offoff,on,off 14
/postl 15
/COM 16 EALL 17 NALL 18
/COM 19
/COM-20
/COM-21
/COM-22
/COM SET 1 23
/COM 24 SET,1 25 ESEL,TYPE,2 26 NELEM 27
/COM 28
/COMN 29
/COM MAXIMUM VALUES OF SX
=
30
/COM 31 NSORT,S,X,0,0,2,SEL 32 PRNSOL,S 33 NUSORT 34
/COM 35
/COMN 36
/COM MINIMUM VALUES OF SX 37
/COM 38 NSORT,S,X,1,0,2,SEL 39 PRNSOL,S 40 NTUSORT 41
/COM 42
/COM-43
/COM MAXIMUM VALUES OF SZ
=
Sheet 4 of 9 F t3 ENERCON F 3 SERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 44
/COM 45 NSORT,S,Z,0,0,2,SEL 46 PRNSOL,S 47 NUSORT 48
/COM 49
/COMN 50
/COM MINIMUM VALUES OF SZ 51
/COM 52 NSORT,S,Z,1,0,2,SEL 53 PRNSOL,S 54
/COM 55
/COM 56
/COMN 57
/COM MAXIMUM VALUES OF Si 58
/COM 59 NSORT,S,1,0,0,2,SEL 60 PRNSOL,S,PRIN 61 NUSORT 62
/COM 63
/COMN 64
/COM MINIMUM VALUES OF S3 65
/COM 66 NSORT,S,3,1,0,2,SEL 67 PRNSOL,S,PRIN 68 NUSORT 69
/COM 70
/COMN 71
/COMN 72
/COMN 73
/COMN 74
/COM 75 EALL 76 NALL 77 FINI 78
/EXIT RUN SETUP PROCEDURE FROM FILE= C::PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE=
0 STRESS DATA SORTED AND PRINTED BY LOAD CASE THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD CASE FIRST SX, SZ, SI (MAX) AND S3 (MIN)
CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NA1-lE=PadSh.db
- ANSYS GLOBAL STATUS ***
F.7 ENERCON HI SERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 Sheet 5 of 9 TITLE = Shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 1870 ELEMENTS CURRENTLY SELECTED.
MAX 2376 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED. MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F.
SET NUMBER
=
NUMBER OF SPECIFIED CONSTRAINTS
=
ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL. NUMBER =
9341 10212 166 339 224 48 2
1 0
367 4657 (CARTESIAN)
INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1
SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS
- ANSYS -
ENGINEERING ANALYSIS SYSTEM ANSYS/Mechanical U 00150104 VERSION=INTEL NT 12 RELEASE 6.0 9:38:14 JAN 23, 2002 CP=
- 0. 631 Shrinkage at 117 days and Deadweight
- ANSYS RESULTS INTERPRETATION (POSTi)
NOTE ***
CP=
0.631 TIME= 19:38:14 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).
8812 ELEMENTS (OF 10212 NODES (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 DEFINED) SELECTED BY NALL COMMAND.
SET 1
==
USE LOAD STEP 1
SUBSTEP 0 FOR LOAD CASE 0
iENERCON F
SERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 Sheet 6 of 9 SET COMMAND GOT LOAD STEP=
1 SUBSTEP=
1 CUMULATIVE ITERATION:
TIME/FREQUENCY=
1.0000 TITLE= Shrinkage at 117 days and Deadweight ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANTY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
16 MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
2
- ANSYS -
ENGINEERING ANALYSTS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:38:16 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight 2.063 NODE SX SY SZ SXY SYZ SXZ 1
1506.0 0.16308 1524.4 1.2072
-0.94098E-01-0.82939E-02 672 1506.0 0.25421 1524.3 1.2070
-0.25594E-01-0.17400E-01 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:38:16 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight 2.083 NODE SX SY SZ SXY SYZ SXZ
F,H
, ~~
.~
Jo W"
ENERCON
.a SERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 Sheet 7 of 9
-3.0037
-6.2950 2669
-189.40 923
-181.78
-76.758
-3.1022
-150.06
-150.32
-25.371
-28.174
-33.582
-0.65449 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:38:16 JAN 23, 2002 CP=
2.113 Shrinkage at 117 days and Dead-weight NODE SX SY SZ SXY SYZ SXZ 1
1506.0 0.16308 1524.4 1.2072
-0.94098E-01-0.82939E-02 672 1506.0 0.25421 1524.3 1.2070
-0.25594E-01-0.17400E-01 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:38:16 JAN 23, 2002 CP=
2.143 Shrinkage at 117 days and Deadweight NODE 633 635 SX
-131.20
-163.77 SY
-68.140 27.224 Sz
-183.07
-175.24 SXY
-43.181
-6.1373 SYz
-9.3680
-10.706 SXz
-2.4794
-7.1740 MAXIMUM VALUES OF S1 SORT ON TTEM=q COMPONENT=1 ORDER= o KABS= 0 NMAX=
2
Sheet 8 of 9 F
]
ENERCON F = SERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 SORT COMPLETED FOR 2 VALr7ES-PRINT S NODAL SOLUTION PER LOJE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL Nr!T 19:38:16 JAN 23, 2002 CP=
2.173 Shrinkage at 117 days and Deadweight NODE S1 S2 S3 SINT SEQV 1
1524.4 1506.0 0.16211 1524.2 1515.1 672 1524.3 1506.0 0.25324 1524.1 1515.0 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER I-O[DE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U
00150104 VERSION=INTEL NT 19:38:16 JAN 23, 2002 CP=
2.203 Shrinkage at 117 days and Dead,:.&ight NODE S1 S2 S3 SINT SEQV 2706
-93.475
-156.53
--229.57 136.10 117.97 2668
-110.01
-149.85
-215.79 105.77 92.529 NODE SORT REMOVED 8812 ELEMENTS (OF 86K DEFINED) SELECTED BY EALL COMFAND.
10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
EXIT THE ANSYS POSTI DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP 2.2 03
Sheet 9 of 9 F
j ENERCON SERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
0 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ll ANSYS RUN COMPLETED Release 6.0 UP20010919 INTEL NT Maximum Scratch Memory Used
=
1034776 Words 3.947 MB CP Time (sec) =
2.704 Time
=
19:38:17 Elapsed Time (sec) =
5.000 Date
=
01/23/2002 l
ll
ENERCON I
SERVICES, INC. Appendix FPad-SH to Calculation PGE-009-CALC-006 Sheet 1 of 13 s
Originator:
Date:
Revised:
- S. C. Tumminelli September 20, 2002 March 3, 2003 Appendix FPad-SH This Appendix presents the ANSYS output file documenting the pad internal forces for the shrinkage stress analysis. This analysis was performed using the constrained model.
Sheet 2 of 13 ENERCON t;M SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 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
- l_____________________________________________________________
ANSYS 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
- the United States.
- 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 227.7202-3(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.
- l********
- 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.
- 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. CA&SI IS NOT LIABLE FOR
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Fi~ ENERCON F SERVICES, IC SR SINC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
Sheet 3 of 13 ANSYS COMI INITIAL JOBNAME BATCH MODE REQUESTED MEMORY REQUESTED (MB)
DATABASE SIZE REQUESTED KAND LINE ARGUMENTS
= PadSh
= LIST
520 (MB) = 150 00150104 VERSION=INTEL NT RELEASE= 6.0 UP20010919 CURRENT JOBNAME=PadSh 19:40:55 JAN 23, 2002 CP
0.160 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3 4 3 5 3 6 3 7 3 8 3 9 40 41 4 2 4 3
/com,
/COM
/com
/com, This routine processes load results data for the
/com, evaluation of pad internal forces and moments
/com
/com ****************************************************
/corm
/com
/file,PadSh resume
/HEADER,ON,OFF,OFF,OFF,ON,OFF
/postl eall nall
/com
/corm
/com
- SET 1 SET,1
/COM
/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip Z direction x = 0 to 204 Lines C to D
/com nsel,r,loc,x,-0.1,204.1 enode,1
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/com nsel,r,loc,z,-0.1,0.1 spoint,,102,-48.0,0.0 fsum
/com next strip x = 204 to 408 Lines D to E
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
ENERCON F
SERVICES, INC, Appendix FPad-SH to Calculation PGE-009-CALC-006 Sheet 4 of 13 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100
/com
/com select strip Z direction
/com nsel,r,loc,x,203.9,408.1 enode,1
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/com nsel,r,loc,z,-0.1,0.1 spoint,,306,-48.0,0.0 fsum
/comr
/com ****************** ************************************
/com
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
/COM
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
/com nsel,r,loc,z,-0.1,102.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 fsum nelem
/com
/com next strip z = 102 to 306 Lines 6 to 7
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 102 to 306
/com nsel,r,loc,z,101.9,306.1 enode,1
/com
/com internal forces at x 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,204.0 fsum nelem
/com
/com next strip z = 306 to 510 Lines 7 to 8
/com
/com
/com Select all nodes in pad only
Sheet 5 of 13 F < TENERCON It' SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 101
/com 102 esel,type,2 103 nelem 104
/com 105
/com select strip x direction z = 306 to 510 106
/com 107 nsel,r,loc,z,305.9,510.1 108 enode,l 109
/com 110
/com.
internal forces at x = 0.0 LINE C 111
/com 112 nsel,r,loc,x,-0.1,0.1 113 spoint,,0.0,-48.0,408.0 114 fsum 115 nelem 116
/com 117
/com next strip z = 510 to 630 Lines 8 to 10 118
/com 119
/com 120
/com Select all nodes in pad only 121
/com 122 esel,type,2 123 nelem 124
/com 125
/com select strip x direction z = 510 to 630 126
/com 127 nsel,r,loc,z,509.9,630.1 128 enode,l 129
/com 130
/com internal forces at x 0.0 LINE C 131
/com 132 nsel,r,loc,x,-0.1,0.1 133 spoint,,0.0,-48.0,570.0 134 fsum 135 eall 136 nall 137
/com 138
/com *********************************************************
139
/com ********************************************************
140 fini 141
/exit 142 143 144 145 146 RUN SETUP PROCEDURE FROM FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE=
0 This routine processes load results data for the evaluation of pad internal forces and moments
F t' ENERCON F,
SERVICES INC Appendix FPad-SH to Calculation PGE-009-CALC-006 Sheet 6 of 13 CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NANE=PadSh.db
- ANSYS GLOBAL STATUS ***
TITLE = Shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
MAX 10212 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED. MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER
=
MAXIMUM REAL CONSTANT SET NUMBER
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F. SET NUMBER NUMBER OF SPECIFIED CONSTRAINTS
=
ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL. NUMBER =
9341 10212 166 339 224 48 2
1 0
367 4657 (CARTESIAN)
INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1
SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS
- ANSYS -
ENGINEERING ANALYSIS SYSTEM ANSYS/Mechanical U
00150104 VERSION=INTEL NT 1(
RELEASE 6.0 9:40:56 JAN 23, 2002 CP=
0.611 Shrinkage at 117 days and Deadweight
- ANSYS RESULTS INTERPRETATION (POSTI) *****
NOTE ***
CP=
0.611 TIME= 19:40:56 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).
8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
r-ENERCON SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 SET 1 USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=
1 SUBSTEP=
1 CUMULATIVE ITERATION=
TIME/FREQUENCY=
1.0000 TITLE= Shrinkage at 117 days and Deadweight SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS Select all nodes in pad only Sheet 7 of 13 16 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANtY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction x = 0 to 204 Lines C to D RESELECT KABS=
1296 SELECT 1020 1296 internal FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 204.10 0.10000 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-U.IUUUU AND KABS=
- 0. TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000
-48.0000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX =
-392.5554 FY
=
-33078.24 FZ
=
-39019.69 MX
=
0.8543538E+08 MY =
733309.1 MZ
=
-7319.217 ES *****
ENERCON SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 SUMMATION POINT= 102.00
-48.000 0.0000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction Sheet 8 of 13 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND KABS=
- 0.
TOLERANCE= 0.204200E-05 1296 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
1020 ELEMENTS (OF 8812 DEFINED) SELECTED FROM 1296 SELECTED NODES BY ENOD COMMAND.
internal forces at Z = 0.0 LINE 5 1/2 408.10 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS=
- 0. TOLERANCE= 0.20000OE-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-48.0000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX =
923.6247 FY
=
-35415.40 FZ
= -18571.40 MX
=
0.7921937E+08 MY
=
-3314747.
MZ
=
-63787.28 SUMMATION POINT=
306.00
-48.000 0.0000 0.10000
'ES *****
SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY I
P:
I ENERCON F 9 SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 Sheet 9 of 13 1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6 RESELECT KABS=
528 SELECT 360 528 internal FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 102.10
- 0. TOLERANCE= 0.10220DE-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100 KABS=
- 0.
TOLERANCE= 0.20000OE-08 48 NODES (OF 10212 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX
=
-137829.5 FY
=
-28244.29 FZ
=
-191.3393 MX
=
-777.7775 MY
=
-30379.50 MZ
-0.4204211E+08 SUMMATION POINT
0.0000
-48.000 51.000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
528 NODES (OF 10212 DEFINED) SELECTED FROM 360 SELECTED ELEMENTS BY NJELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 000 AND 0.10000 COMMAND.
51.0000 COORDINATES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
E.4 J2 SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 102 to 306 Sheet 10 of 13 RESELECT KABS=
924 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND 306.10
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND KABS=
- 0. TOLERANCE= 0.200000E-08 84 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 204.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-314889.8 FY
=
-57891.24 FZ
=
-2604.722 MX
=
8196.450 MY = -1373514.
MZ
-0.8378861E+08 SUMMATION POINT
0.0000
-48.000 204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
924 NODES (OF 10212 DEFINED) SELECTED FROM 720 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 306 to 510 Lines 7 to 8 0.10000 ES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM
F-
^ ENERCON F
SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 306 to 510 Sheet 11 of 13 RESELECT KABS=
924 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND 510.10
- 0. TOLERANCE= 0.20420OE-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C 000 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100 KABS=
- 0. TOLERANCE= 0.200000E-08 84 NODES (OF 10212 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX
=
-448136.0 FY
= -63084.03 FZ
=
-8405.768 MX
=
-305907.0 MY
=
-2127001.
MZ
= -0.7960841E+08 SUMMATION POINT= 0.0000
-48.000 408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
924 NODES (OF 10212 DEFINED) SELECTED FROM 720 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 510 to 630 Lines 8 to 10
'00 AND 0.10000 I
COMMAND.
408.000 L COORDINATES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 510 to 630
F i~-
ENERCON E.F M SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 Sheet 12 of 13 RESELECT KABS=
396 SELECT 240 396 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND 630.10
- 0. TOLERANCE= 0.120200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND C KABS=
- 0.
TOLERANCE= 0.200000E-08 36 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 570.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
-288218.4 FY
= -31288.21 FZ
= -3202.622 MX
=
-332202.2 MY
=
1880875.
MZ
-0.4046600E+08 SUMMATION POINT
0.0000
-48.000 570.00 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
).10000 EXIT THE ANSYS POSTi DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
2.213 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
0 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0
Sheet 13 of 13 F.-
ENERCON lSERVICESINC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 ANSYS RUN COMPLETED Release 6.0 UP20010919 INTEL NT Maximum Scratch Memory Used
=
1034776 Words 3.947 MB CP Time (sec) =
2.714 Time
=
19:40:58 l
Elapsed Time (sec) =
5.000 Date
=
01/23/2002 ll
Sheet I of 25 ENERCON jI SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 Originator:
S. C. Tumminelli Date:
September 20, 2002 Revised:
March 3, 2003 I
Appendix FTPad-SH This Appendix presents the ANSYS output file for the pad internal forces for the top 12 and top 6 inches I for the shrinkage stress analysis. This analysis was performed using the constrained model.
ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 ANSYS file for the top 12 inches:
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 w********60 ICE ANSYS 6.0 NOTICES
- t**************************************************
Sheet 2 of 25 Copyright 2001 SAS IP, Inc.
All rights reserved.
Unpublished---rights reserved under the Copyright Laws of the United States.
- 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 227.7202-3(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: Linear Equations Solver (C) Copyright 1992-1995 Computational Applications and System Integration Inc.
- All Rights Reserved.
CA&SI, 2004 Ph Fax S. Wright Street, Urbana, IL 61821 (217)244-7875 (217)244-7874 CA&SI DOES NOT GUARANTEE THE CORRECTNESS OR USEFULNESS OF THE RESULTS OBTAINED USING PCGLSS. CA&SI IS NOT LIABLE FOR ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS. IT IS THE
Sheet 3 of 25 F
]
ENERCON F 3 SERVICES, INC.
Appendix F TPad-SH to Calculation PGE-009-CALC-006
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Completing-A`ASYS Load Process.
ANSYS COMMAND LT-NE ARGUMENTS INITIAL JOBNAME PadSh BATCH MODE REQUESTED
LIST MEMORY REQUESTED (MB) 520 DATABASE SIZE REQUESTED (MB) 1'0 00150104 VERSION=INTEL NIT RELEASE
CURRENT JOBNAME=PadSh 10:56:03 JAN 28, 2002 CP=
6.0 UP20010919 0.140 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 19 2 0 231 22 23 24 25 26 27 28 29 30 3 1 32 3 3 34 3 5 3 6 3 7 3 8 3 9 40
/com,
/COM
/com
/com, This routine processes load results data for the
/com, evaluation of pad internal forces and momentS
/com, for the top 12 inches of the pad
/com
/comr
/comr
/com
/file,PadSh resume
/HEADER, ON,OFF,OFF,OFF, CU, OFF
/postl eall nall
/com
/comr
/corn**-x SET 1 SET,1
/COM
/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIP
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip S direction x 0 to 204 Lines C to D
/com nsel,r,loc,x,-0.1,204.1 enode,1
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/com nsel,r,loc,z,-0.1,0.1 nsel,r,loc,y,0.1,-12.1 spoint,,102,-6.0,0.0 fsum
/com next strip x = 204 to 408 Lines D to E S
F I ENERCON F
SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 Sheet 4 of 25 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip Z direction
/com nsel,r,loc,x,203.9,408.1 nsel,r,loc,y,0.1,-12.1 enode,1
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/com nsel,r,loc,z,-0.1,0.1 spoint,,306,-6.0,0.0 fsum
/com **********************************************************
/com **********************************************************
/com
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
/COM
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
/com nsel,r,loc,z,-0.1,102.1 nsel,r,loc,y,0.1,-12.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-6.0,51.0 fsum nelem
/com
/com next strip z = 102 to 306 Lines 6 to 7
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 102 to 306
/com nsel,r,loc,z,l01.9,306.1 nsel,r,loc,y,0.1,-12.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1
Sheet S of 25 ENERCON F 3 SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 98 spoint,,0.0,-6.0,204.0 99 fsum 100 nelem 101
/com 102
/com next strip z = 306 to 510 Lines 7 to 8 103
/com 104
/com 105
/com Select all nodes in pad only 106
/com 107 esel,type,2 108 nelem 109
/com 110
/com select strip x direction z = 306 to 510 111
/com 112 nsel,r,loc,z,305.9,510.1 113 nsel,r,loc,y,0.1,-12.1 114 enode,1 115
/com 116
/com internal forces at x = 0.0 LINE C 117
/com 118 nsel,r,loc,x,-0.1,0.1 119 spoint,,0.0,-6.0,408.0 120 fsum 121 nelem 122
/com 123
/com next strip z = 510 to 630 Lines 8 to 10 124
/com 125
/com 126
/com Select all nodes in pad only 127
/com 128 esel,type,2 129 nelem 130
/com 131
/com select strip x direction z = 510 to 630 132
/com 133 nsel,r,loc,z,509.9,630.1 134 nsel,r,loc,y,0.1,-12.1 135 enode,l 136
/com 137
/com internal forces at x = 0.0 LINE C 138
/com 139 nsel,r,loc,x,-0.1,0.1 140 spoint,,0.0,-6.0,570.0 141 fsum 142 eall 143 nall 144
/com 145
/com 146
/com **********************************************************
147 fini 148
/exit RUN SETUP PROCEDURE FROM FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANTSYS INC\\ANSYS60\\docu\\start60.ans LINE=
0
r- --
ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 This routine processes load results data for the evaluation of pad internal forces and moments for the top 12 inches of the pad
- k****
CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAMlE=PadSh.db
- ANSYS GLOBAL STATUS ***
Sheet 6 of 25 TITLE = Shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
MAX 10212 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED. MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER
=
MAXIMUM REAL CONSTANT SET NUMBER
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F. SET NUMBER NUMBER OF SPECIFIED CONSTRAINTS
=
ELEMENT NUMBER =
9341 NODE NUMBER =
10212 KEYPOINT NUMBER =
166 LINE NUMBER =
339 AREA NUMBER =
224 VOL. NUMBER =
48 2
1 0
367 4657 (CARTESIAN)
INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1
SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS
- ANSYS -
ENGINEERING ANALYSIS ANSYS/Mechanical U 00150104 VERSION=INTEL NT SYSTEM RELEASE 6.0 10:56:03 JAN 28, 2002 CP:
- 0. 561 Shrinkage at 117 days and Deadweight
- ANSYS RESULTS INTERPRETATION (POSTI) *****
- NOTE ***
CP=
0.561 TIME= 10:56:03 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
Ft ENERCON F
SERVICES INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
- t**************************
SET 1
- USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=
1 SUBSTEP=
1 CUMULATIVE ITERATION=
TIME/FREQUENCY= 1.0000 TITLE= Shrinkage at 117 days and Deadweight SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS Select all nodes in pad only Sheet 7 of 25 16 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY' ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction x = 0 to 204 Lines C to D RESELECT KABS=
1296 SELECT 1020 1296 internal FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 204.10
- 0. TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 RESELECT KABS=
72 RESELECT KABS=
18 FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 0.10000
- 0.
TOLERANCE= 0.20000BE-08 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 AND 0.10000
- 0.
TOLERANCE= 0.122000E-06 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
I ENERCON F
SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 Sheet 8 of 25 NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000
-6.00000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
14891.89 FY
=
1462.558 FZ
=
1510694.
MX
=
3306212.
MY
=
387291.4 MZ
=
170310.3 SUMMATION POINT=
102.00
-6.0000 0.0000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING AN-Y ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction RESELECT KABS=
1296 RESELECT KABS=
324 SELECT 170 324 internal FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 AND
- 0. TOLERANCE= 0.122000E-06 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 408.10 0.10000 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-08 18 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-6.00000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
21.61996
- 0. 10000 ES *****
ENERCON F1 SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 FY
=
-3748.838 FZ =
1419874.
MX 3467140.
MY =
2185203.
MZ
=
-1841.302 SUMMATION POINT= 306.00
-6.0000 0.0000 SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only Sheet 9 of 25 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ArY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6 RESELECT KABS=
528 RESELECT KABS=
132 SELECT 60 132 internal FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND
- 0. TOLERANCE= 0.10220DE-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 AND
- 0. TOLERANCE= 0.122000E-06 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C 102.10 0.10000 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND KABS= 0. TOLERANCE= 0.20000BE-08 12 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-6.00000 51.0000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
718834.5 FY
=
-2272.945 FZ
=
-34.26578 0.10000 ES *****
r ^
ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 siX
=
26.58270 MY
= -4395.688 MZ
=
-1754228.
SUMMATION POINT=
0.0000
-6.0000 51.000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
132 NODES (OF 10212 DEFINED) SELECTED FROM 60 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 102 to 306 Sheet 10 of 25 RESELECT KABS=
924 RESELECT KABS=
231 SELECT 120 231 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND
- 0. TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 AND
- 0. TOLERANCE= 0.122000E-06 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C 306.10 0.10000 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND KABS= 0. TOLERANCE= 0.200000E-08 21 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-6.00000 204.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
1430751.
0.10000
'ES *****
F. -
ENERCON I SERVICESIC E
INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 FY
= -4590.278 FZ
=
-630.8487 MX
=
1875.998 MY
=
-257829.3 MZ
=
-3508909.
SUMMATION POINT=
0.0000
-6.0000 204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
231 NODES (OF 10212 DEFINED) SELECTED FROM 120 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 306 to 510 Lines 7 to 8 Select all nodes in pad only Sheet 11 of 25 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 306 to 510 RESELECT KABS=
924 RESELECT KABS=
231 SELECT 120 231 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 ANT
- 0. TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 ANE
- 0. TOLERANCE= 0.122000E-06 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C 510.10 D 0.10000 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.20000OE-08 21 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-6.00000 408.000
.- TI ENERCON SERVICES,INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 Sheet 12 of 25
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
- FX
=
1384017.
FY
=
-4848.322 FZ
=
-3569.679 MX
=
3766.729 MY
=
-1422260.
MZ
=
-3500475.
SUMMATION POINT=
0.0000
-6.0000 408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
231 NODES (OF 10212 DEFINED) SELECTED FROM 120 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 510 to 630 Lines 8 to 10 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 510 to 630 RESELECT KABS=
396 RESELECT KABS=
99 SELECT 40 99 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND 630.10
- 0. TOLERANCE= 0.120200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 AND 0.10000
- 0. TOLERANCE= 0.122000E-06 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C RESELECT KABS=
9 NODE FOR FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000
- 0. TOLERANCE= 0.200000E-08 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
MOMENT SUMMATION=
0
Sheet 13 of 25 ENERCON F
SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 MOMENT SUMMATION LOCATION=
0.00000
-6.00000 570.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
- FX
=
752669.1 FY
=
-2670.776 FZ
=
-2149.334 MX
=
-4752.461 MY
=
-789838.4 MZ
=
-2027422.
SUMMATION POINT=
0.0000
-6.0000 570.00 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
- ~*************************
EXIT THE ANSYS POSTi DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
2.063 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
0 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ANSYS RUN COMPLETED Release 6.0 UP20010919 INTEL NT Maximum Scratch Memory Used
=
1034776 Words 3.947 MB CP Time (sec) =
2.524 Time 10:56:06 l
Elapsed Time (sec) =
6.000 Date
=
01/28/2002 ll
F
^
ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 ANSYS file for the top 6 inches:
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 ANSYS 6.0 NOTICES Sheet 14 of 25 Copyright 2001 SAS IP, Inc.
All rights reserved.
Unpublished---rights reserved under the Copyright Laws of the United States.
- 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 227.7202-3(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.
- T*******************************
- 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.
- 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. CA&SI IS NOT LIABLE FOR
ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Completing ;ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PadSh BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
520 DATABASE SIZE REQUESTED (MB) = 150 Sheet 15 of 25 00150104 VERSION=INTEL NT RELEASE= 6.0 CURRENT JOBNAME=PadSh 10:59:54 JAN 28, 2002 CP
UP20010919 0.140 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
/ com,
/COM
/com
/ com,
/com,
/ com, This routine processes load results data for the evaluation of pad internal forces and momentS for the top 6 inches of the pad
/com c cOrn
/com ***************************************************
/com
/file,PadSh resume
/HEADER,ON,OFF,OFF,OFF,ON,OFF
/postl e
nail
/com
/com *****************
/com
- SET 1 SET,1
/COM
/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS
/ com
/com
/com Select all nodes in pad only esel,type,2 nelem
/ com
/com select strip Z direction x = 0 to 204 Lines C to D
/com nsel,r,loc,x,-0.1,204.1 enode,1
/com
/com
/com internal forces at Z = 0.0 LINE 5 1/2 nsel,r,loc,z,-0.1,0.1 nsel,r,loc,y,0.1,-6.1 spoint,,102,-3.0,0.0 fsum
/Com next strip x = 204 to 408 Lines D to E
F-,
ENERCON F-SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 Sheet 16 of 25 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97
/ com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip Z direction
/com nsel,r,loc,x,203.9,408.1 nsel,r,loc,y,0.1,-6.1 enode,1
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/com nsel,r,loc,z,-0.1,0.1 spoint,,306,-3.0,0.0 fsum
/com ******************************************************
/com *********************************************************
/com
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
/COM
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
/com nsel,r,loc,z,-0.1,102.1 nsel,r,loc,y,0.1,-6.1 enode,1
/com
/com internal forces at x 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-3.0,51.0 fsum nelem
/com
/com next strip z = 102 to 306 Lines 6 to 7
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 102 to 306
/com nsel,r,loc,z,101.9,306.1 nsel,r,loc,y,0.1,-6.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1
Sheet 17 of 25 ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 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 spoint,,0.0,-3.0,204.0 fsum nelem
/com
/com next strip z =
/com
/com
/com Select all nod
/com esel,type,2 nelem
/com
/com select strip x
/com nsel,r,loc,z,305.9,510.1 nsel,r,loc,y,0.1,-6.1 enode,1
/com
/com internal force
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-3.0,408.0 fsum nelem
/com
/com next strip z =
/com
/com
/com Select all nod
/com esel,type,2 nelem
/com
/com select strip x
/com nsel,r,loc,z,509.9,630.1 nsel,r,loc,y,0.1,-6.1 enode,1
/com
/com internal force
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-3.0,570.0 fsum eall 306 to 510 Lines 7 to 8
.es in pad only
< direction z = 306 to 510 2S at x = 0.0 LINE C
= 510 to 630 Lines 8 to 10
[es in pad only
- direction z 510 to 630 LINE C es at x = 0.0 nall
/ com
/com *********************************************************
/com **********************************************************
fini
/exit RUN SETUP PROCEDURE FROM FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE0 0
r-t q ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 Sheet 18 of 25 This routine processes load results data for the evaluation of pad internal forces and momentS for the top 6 inches of the pad CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAlIE=PadSh.db
- ANSYS GLOBAL STATUS ***
TITLE = Shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
MAX 10212 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED. MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER
=
MAXIMUM REAL CONSTANT SET NUMBER
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F. SET NUMBER NUMBER OF SPECIFIED CONSTRAINTS
=
ELEMENT NUMBER =
9341 NODE NUMBER =
10212 KEYPOINT NUMBER =
166 LINE NUMBER =
339 AREA NUMBER =
224 VOL. NUMBER =
48 2
1 0
367 4657 (CARTESIAN)
INITIAL JOBN?
CURRENT JOBNA PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1
PadSh PadSh SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS
- ANSYS -
ENGINEERING ANALYSIS ANSYS/Mechanical U 00150104 VERSION=INTEL NT SYSTEM RELEASE 6.0 10:59:54 JAN 28, 2002 CP=
- 0. 601 Shrinkage at 117 days and Deadweight
- ANSYS RESULTS INTERPRETATION (POSTl)
- NOTE ***
CP=
0.601 TIME= 10:59:54 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
Sheet 19 of 25 ENERCON F
SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
- WARNING ***
CP=
0.601 TIME= 10:59:54 E is not a recognized POSTl command, abbreviation, or macro.
This command will be ignored.
10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
SET 1 ***************************
USE LOAD STEP 1 SUBSTEP 0
FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=
1 SUBSTEP=
1 CUMULATIVE ITERATION=
16 TIME/FREQUENCY= 1.0000 TITLE= Shrinkage at 117 days and Deadweight SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction x = 0 to 204 Lines C to D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 204.10 KABS=
- 0. TOLERANCE= 0.204200E-05 1296 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
1020 ELEMENTS (OF 8812 DEFINED) SELECTED FROM 1296 SELECTED NODES BY ENOD COMMAND.
internal forces at Z = 0.0 LINE 5 1/2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 0.10000 KABS=
- 0. TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
RESELECT FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND 0.10000 KABS=
- 0. TOLERANCE= 0.620000E-07
ENERCON F
SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 Sheet 20 of 25 12 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000
-3.00000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
10063.85 FY
=
905.7373 FZ
=
1358678.
MX
=
142270.0 MY
=
242030.3 MZ
=
114737.9 SUMMATION POINT= 102.00
-3.0000 0.0000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction RESELECT KABS=
1296 RESELECT KABS=
216 SELECT 85 216 internal FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND 408.10
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND 0.10000
- 0.
TOLERANCE= 0.620000E-07 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 12 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-3.00000 0.00000
r
' ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 Sheet 21 of 25 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
11.28684 FY
=
-1940.346 FZ
=
1143045.
MX
=
682629.4 MY 1430087.
MZ
=
-475.4506 SUMMATION POINT=
306.00
-3.0000 0.0000 SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY' ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6 RESELECT KABS=
528 RESELECT KABS=
88 SELECT 30 88 internal FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 102.10
- 0. TOLERANCE= 0.102200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND 0.10000
- 0. TOLERANCE= 0.620000E-07 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 ANE KABS= 0. TOLERANCE= 0.20000OE-08 8 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-3.00000 51.0000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
578435.6 I
0.10000
'ES *****
Sheet 22 of 25 F. ~ ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 FY
=
-345.1804 FZ
=
-17.22419 MX
=
7.100706 MY
=
-2237.241 MZ
=
-328085.0 SUMMATION POINT=
0.0000
-3.0000 51.000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
88 NODES (OF 10212 DEFINED) SELECTED FROM 30 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 102 to 306 RESELECT FOR ITEM=LOC COMPO)NENT=Z BETWEEN 101.90 AND 306.10 KABS=
- 0.
TOLERANCE= 0.20420OE-05 924 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
RESELECT FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.620000E-07 154 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
60 ELEMENTS (OF 8812 DEFINED) SELECTED FROM 154 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 14 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-3.00000 204.000
Fa F"A_>' ENERCON F ;
SERVICES,INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 Sheet 23 of 25
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
1153356.
FY
=
-701.8030 FZ
=
-322.0606 MX
=
489.7172 MY
=
-132416.4 MZ
=
-656324.3 SUMMATION POINT=
0.0000
-3.0000 204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
154 NODES (OF 10212 DEFINED) SELECTED FROM 60 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 306 to 510 Lines 7 to 8 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 306 to 510 RESELECT KABS=
924 RESELECT KABS=
154 SELECT 60 154 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND
- 0. TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND
- 0. TOLERANCE= 0.62000OE-07 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C 510.10 0.10000 RESELECT KABS=
14 NODE FOR FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000
- 0. TOLERANCE= 0.200000E-08 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
MOMENT SUMMATION=
0
F I ENERCON a
SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 Sheet 24 of 25 MOMENT SUMMATION LOCATION=
0.00000
-3.00000 408.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
1128242.
FY =
-771.5669 FZ
=
-1875.964 MX =
1218.623 MY
=
-829028.4 MZ
=
-655829.1 SUMMATION POINT=
0.0000
-3.0000 408.00 SELECT ALL NODES HAVING An' ELEMENT IN ELEMENT SET.
154 NODES (OF 10212 DEFINED) SELECTED FROM 60 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 510 to 630 Lines 8 to 10 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 510 to 630 RESELECT KABS=
396 RESELECT KABS=
66 SELECT 20 66 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND 630.10
- 0. TOLERANCE= 0.120200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND 0.10000
- 0. TOLERANCE= 0.620000E-07 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C RESELECT KABS=
6 FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000
- 0. TOLERANCE= 0.200000E-08 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
F "t ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 Sheet 25 of 25 NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-3.00000 570.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
629499.1 FY
=
-408.0320 FZ
=
-1151.391 MX
=
-1187.422 MY
=
-612623.5 MZ
=
-381482.6 SUMMATION POINT=
0.0000
-3.0000 570.00 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
EXIT THE ANSYS POSTi DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
2.103 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
NUMBER OF ERROR MESSAGES ENCOUNTERED=
1 0
ANTSYS RUN COMPLETED ll Release 6.0 UP20010919 INTEL NT Maximum Scratch Memory Used
=
1034776 Words 3.947 MB l
l CP Time (sec) =
2.584 Time
=
10:59:56 l
Elapsed Time (sec) =
5.000 Date
=
01/28/2002 l
ll