ML022960045
| ML022960045 | |
| Person / Time | |
|---|---|
| Site: | Diablo Canyon  |
| Issue date: | 10/15/2002 |
| From: | Womack L Pacific Gas & Electric Co |
| To: | Document Control Desk, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation |
| References | |
| DIL-02-009, TAC L23399, FOIA/PA-2014-0372 PGE-009-CALA-006, Rev 0 | |
| Download: ML022960045 (173) | |
Text
Sheet 1 of 18 E
~SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 Originator:
Date:
eptm.
0 2002 September 20, 2002 Appendix EPad-TH This Appendix presents the ANSYS output file documenting the equilibrium check for the thermal stress analysis. Contains the ANSYS Input file, followed by manual calculations for expected forces, followed by the ANSYS Output File.
F ENERCON SERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006 ANSYS Input File:
/com,
/com, This routine processes load results data for the
/com, evaluation of equilibrium.
/com
/com, Load Case Results
/com
/com
/com ***********************
/com *********************
/com
/com ****** Reactions
/com
/file,Pad-Th resume
/header,on,on,on
/postl spoint,,0,0,0
/com
/com ************************
/com *****
LOAD CASE 1
- lcfile,l lcase,l eall cmsel,s,bot cmsel,a,symxy cmsel,a,symyz cmsel,a,xedge cmsel,a,zedge fsum
/com
/com ************************
/com *****
LOAD CASE 2 lcfile,2 icase,2 eall cmsel,s,bot cmsel,a,symxy cmsel,a, symyz cmsel,a,xedge cmsel,a, zedge fsum
/com Icom *****
/com *****
LOAD CASE 3 lcfile,3 icase, 3 eall cmsel,s,bot cmsel,a,symxy cmsel, a, symyz cmsel,a,xedge cmsel,a, zedge fsum
/com
/com Sheet 2 of 18
Sheet 3 of 18 ENERCON SERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006
/com LOAD CASE 1cf i1e, 4 1case, 4 eall cmselsbot cmselaSYMXY cmselasymyz cmselaxedge cmselazedge fsUm
/Com
/Com
/com *****
LOAD CASE 5 lcfile,5 lcase,5 eall cmselsbot cmselasymxy cmselasymyz cmselaxedge cmselazedge fsUm
/Com
/Com
/com *****
LOAD CASE 6 lcfile,6 lcase,6 eall cmselsbot cmselasymxy cmselasymyz cmselaxedge cmselazedge fsUm
/Com
/Com
/com *****
LOAD CASE 7 lcfile,7 lcase,7 eall cmselsbot cmselasymxy cmselasymyz cmselaxedge cmselazedge fsUm
/Com
/Com
/com *****
LOAD CASE 8 lcfile,8 lcase,8 eall cmselsbot cmsel, a, syrnxy cmselaSYMYZ cmselaxedge cmselazedge
Sheet 4 of 18 F
~
ENERCON SERVICES, INC.
Appendix EPad-Til to Calculation PGE-009-CALC-006 f sum McOM
/
corn*
Icom *****
LOAD CASE 9
- HOMOe, icase, 9 eal 1 cmsel, s, bot cmsel,a,symxy crnsel, a, syryz crnsel, a, xedge cmsel,a, zedge f sum
/Com
/ cornm*
/corn *****
LOAD CASE 10***
lcfile, 10 icase, 10 eall crnsel, s,bot cmsel, a, symxy cmsel, a, syryz crnsel, a, xedge cmselo,azedge f sum
/corn
/ corn***
/com *****
LOAD CASE 11 lcfile, 11 icase, 11 eall crnsel, s,bot crnsel, a, symxy crnsel, a, syryz crnsel, a,xedge crnsel, a, zedge f sum
/corn
/ corn*********
/ corn********
/corn fini
/ output
/exit, nosave
Sheet 5 of 18 F ~
ENERCON SERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006 Manual Calculation for Dead Weight:
Pad weight model for load step 1 is 90% of Y4 of the pad weight at 150 pcf:
W model = 0.90 x 0.25 x 105 x 68 x 8 x 150 = 1,927,800 lbs And the incremental weight for each subsequent load step is 19,278 lbs.
Thus for LS 1 And for LS 2 And for LS 3 And for LS 4 And for LS 5 And for LS 6 And for LS 7 And for LS 8 And for LS 9 And for LS 10 And for LS 11 W
W W
W W
W W
W W
W W
1,927,800 1,927,800 1,947,078 1,966,356 1,985,634 2,004,912 2,024,190 2,043,468 2,062,746 2,082,024 2,101,302
+
+
+
+
+
+
+
+
+
+
19278 19278 19278 19278 19278 19278 19278 19278 19278 19278 Target 1,927,800 1,947,078 1,966,356 1,985,634 2,004,912 2,024,190 2,043,468 2,062,746 2,082,024 2,101,302 2,120,580 Vs Vs Vs Vs Vs Vs Vs Vs Vs Vs Vs ANSYS 1,927,183 1,946,455 1,965,727 1,984,999 2,004,270 2,023,542 2, 042,814 2, 062,086 2,081,358 2,100,630 2,119,901
Sheet 6 of 18 ENERCON F '
SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 ANSYS Output File:
ANSYS/Mechanical U I
W E L COME TO THE ANSYS PROGRAM I
ANSYS 6.1 NOTICES
- Copyright 2002 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
- ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS.
IT IS THE
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Sheet 7 of 18
£*'*ENERCON SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PAD-TH BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
= 800 DATABASE SIZE REQUESTED (MB)
250 WARNING CP
0.210 TIME= 17:37:31 Use of the -M switch is no longer recommended for normal ANSYS use.
ANSYS now dynamically allocates memory as needed.
Only use the -M switch if you are certain that you need to do so.
PARAMETER STATUS-(
1 PARAMETERS DEFINED)
(INCLUDING 1 INTERNAL PARAMETERS) 00245050 VERSION=INTEL NT RELEASE= 6.1 UP20020321 CURRENT JOBNAME=PAD-TH 17:37:31 JUN 10, 2002 CP=
0.210 1
/com, 2
/com, This routine processes load results data for the 3
/com, evaluation of equilibrium.
4
/com 5
/com, Load Case Results 6
/com 7
/com 8
/com 9
/com 10
/com 11
/com ******
Reactions 12
/com 13
/file,Pad-Th 14 resume 15
/header,on,on,on 16
/postl 17 spoint,,0,0,0 18
/com 19
/com 20
/com LOAD CASE 1 21 lcfile,l 22 lcase,l 23 eall 24 cmsel,s,bot 25 cmsel,a,symxy 26 cmsela,symyz 27 cmsel,a,xedge 28 cmsel,a,zedge 29 fsum 30
/com 31
/com 32
/com LOAD CASE 2 33 lcfile,2 34 lcase,2
Sheet 8 of 18 ENERCON F SERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006 35 eall 36 cmsel,s,bot 37 cmsel,a,symxy 38 cmsel,a,symyz 39 cmsel,a,xedge 40 cmsel,a,zedge 41 fsum 42
/com 44
/com *****
LOAD CASE 3***
45 lcfile,3 46 lcase,3 47 eall 48 cmsel,s,bot 49 cmsel,a,symxy 50 cmsel,a~symyz 51 cmsel,a,xedge 52 cmsel,a,zedge 53 fsum 54 Icom 55 Icom 56
/com *****
LOAD CASE 4***
57 lcfile,4 58 lcase,4 59 eall 60 cmsel~s,bot 61 cmsel,a,symxy 62 cmsel,a,symyz 63 cmsel,a,xedge 64 cmsel,a,zedge 65 fsum 66
/com 67
/com ************
68 Icom *****
LOAD CASE 5***
69 lcfile..5 70 lcase,5 71 eall 72 cmsel~s,bot 73 cmsel,a..symxy 74 cmsel,a,symyz 75 cmsel,a,xedge 76 cmsel~a,zedge 77 fsu~m 78
/com 79
/com ************
80 Icom *****
LOAD CASE 6 81 lcfile,6 82 lcase,6 83 eall 84 cmsel,s,bot 85 cmsel~a..symxy 86 cmsel,a..symyz 87 cmsel,a,xedge 88 cmsel,a,zedge 89 fsUm 90
/Com 91
/Com ************
F SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 92
/com *****
LOAD CASE 7 *****
93 icfile,7 94 icase, 7 95 eall 96 cmsel,s,bot 97 cmsel,a,symxy 98 cmsel,a,symyz 99 cmsel,a,xedge 100 cmsel,a,zedge 101 fsum 102
/com 103
/com *********************
104
/com *****
LOAD CASE 8 105 lcfile,8 106 icase,8 107 eall 108 cmsel,s,bot 109 cmsel,a,symxy 110 cmsel,a,symyz 111 cmsel,a,xedge 112 cmsel,a,zedge 113 fsum 114
/com 115
/com 116
/com *****
LOAD CASE 9
- 117 lcfile,9 118 lcase,9 119 eall 120 cmsel,s,bot 121 cmsel,a,symxy 122 cmsel,a,symyz 123 cmsel,a,xedge 124 cmsel,a,zedge 125 fsum 126
/com 127
/com ***********************
128
/com *****
LOAD CASE 10 129 lcfile,10 130 icase,10 131 eall 132 cmsel,s,bot 133 cmsel,a,symxy 134 cmsel,a,symyz 135 cmsel,a,xedge 136 cmsel,a,zedge 137 fsum 138
/com 139
/com 140
/com *****
LOAD CASE 11 141 icfile,11 142 icase,11 143 eall 144 cmsels,bot 145 cmsel,a,symxy 146 cmsel,a,symyz 147 cmsel,a,xedge 148 cmsel,a,zedge Sheet 9 of 18
ENERCON FSERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006 149 fsum 150
/com 151
/com 152
/com ***********************
153
/com 154 fini 155
/output 156
/exit,nosave 157 158 159 160 RUN SETUP PROCEDURE FROM FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start6l.ans
/INPUT FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start61.ans LI NE=
This routine processes load results data for the evaluation of equilibrium.
Load Case Results Reactions
- CURRENT JOBNAME REDEFINED AS Pad-Th RESUME ANSYS DATA FROM FILE NAME=Pad-Th.db ANSYS GLOBAL STATUS ***
TITLE = DELTA T 6.125 TO 7.875 DAYS ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
10212 NODES CURRENTLY SELECTED.
166 KEYPOINTS CURRENTLY SELECTED.
339 LINES CURRENTLY SELECTED.
2 AREAS CURRENTLY SELECTED.
48 VOLUMES CURRENTLY SELECTED.
22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F.
SET NUMBER NUMBER OF SPECIFIED CONSTRAINTS CURRENT LOAD CASE=
0 OF 0
LOAD SET
=
ii SUBSTEP
=
1 TIME/FREQ
=
11.000 MAX MAX MAX MAX MAX MAX ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL.
NUMBER =
=
12
=
1
=
0
=
367
=
4657 9341 10212 166 339 224 48 (CARTESIAN)
INITIAL JOBNAME = PAD-TH Sheet 10 of 18 0
Sheet 11 of 18 F -3 SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 CURRENT JOBNAME = Pad-Th 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 SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:37:34 JUN 10, 2002 CP=
0.761 DELTA T 6.125 TO 7.875 DAYS ANSYS RESULTS INTERPRETATION (POST1)
- WARNING ***
CP=
0.761 TIME= 17:37:34 The current solution may have been produced using different model or boundary condition data than is currently stored.
POST1 results may be erroneous unless you perform a new solution using the stored data.
NOTE ***
CP=
0.761 TIME= 17:37:34 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=
0.761 TIME= 17:37:34 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 LOAD CASE 1
- LOAD CASE 1 IS LOAD STEP 1
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.101 PAD RESPONSE AT END OF 0.25 DAYS COPY LOAD CASE 1 FROM FILE TO DATABASE 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
SELECT COMPONENT BOT ALSO SELECT COMPONENT SYMXY ALSO SELECT COMPONENT SYMYZ
SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 ALSO SELECT COMPONENT XEDGE ALSO SELECT COMPONENT ZEDGE
- SUMMATION OF TOTAL FX
=
0.1395398E-07 FY
=
-1927183.
FZ
=
0.9403266E-08 MX
=
0.6070627E+09 MY
=
0.3801775E-05 MZ
-0.3931454E+09 SUMMATION POINT
0.0000 LOAD CASE 2 LOAD CASE 2 IS LOAD STEP FILE= Pad-Th.102 PAD RESPONSE AT END OF 0.50 FORCES AND MOMENTS IN GLOBAL COORDINATES *****
0.0000 2
SUBSTEP DAYS 0.0000 1
COMPLEX=
0 COPY LOAD CASE 2 FROM FILE TO DATABASE 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
=
0.1428592E-06 FY
=
-1946455.
FZ
=
0.5142886E-07 MX
=
0.6131333E+09 MY
=
0.3498181E-04 MZ
-0.3970768E+09 SUMMATION POINT
0.0000 0.0000 0.0000 W*******
LOAD CASE 3 LOAD CASE 3 IS LOAD STEP 3
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.103 PAD RESPONSE AT END OF 0.625 DAYS COPY LOAD CASE 3 FROM FILE TO DATABASE 8812 ELEMENTS (OF 8812 DEFINED)
SELECTED BY EALL COMMAND.
Sheet 12 of 18
ENERCO N m?:** mSERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 Sheet 13 of 18 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
=
0.3840391E-03 FY
=
-1965727.
FZ
=
0.2427879E-03 MX
=
0.6192039E+09 MY
=
0.7231490E-01 MZ
-0.4010083E+09 SUMMATION POINT
0.0000 0.0000 0.0000 LOAD CASE 4 LOAD CASE 4 IS LOAD STEP 4
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.104 PAD RESPONSE AT END OF 1.125 DAYS COPY LOAD CASE 4 FROM FILE TO DATABASE 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
=
0.3834437E-03 FY
=
-1984999.
FZ
=
0.2426280E-03 MX
=
0.6252746E+09 MY
=
0.7220342E-01 MZ
-0.4049397E+09 SUMMATION POINT
0.0000 0.0000 0.0000 LOAD CASE 5 LOAD CASE 5 IS LOAD STEP 5
SUBSTEP 1
COMPLEX=
0
- ,*ENERCON SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 FILE= Pad-Th.105 PAD RESPONSE AT END OF 1.625 DAYS Sheet 14 of 18 COPY LOAD CASE 5 FROM FILE TO DATABASE 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
=
0.3834533E-03 FY
=
-2004270.
FZ
=
0.2426287E-03 MX
=
0.6313452E+09 MY
=
0.7219695E-01 MZ
-0.4088712E+09 SUMMATION POINT
0.0000 0.0000 0.0000 LOAD CASE 6 LOAD CASE 6 IS LOAD STEP 6
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.106 PAD RESPONSE AT END OF 2.125 DAYS COPY LOAD CASE 6 FROM FILE TO DATABASE 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
=
0.3833923E-03 FY
=
-2023542.
FZ
=
0.2426693E-03 MX
=
0.6374158E+09 MY
=
0.7219889E-01 MZ
= -0.4128026E+09
ENERCON a
SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 SUMMATION POINT=
0.0000 0.0000 LOAD CASE 7 LOAD CASE 7 IS LOAD STEP 7
SUBSTEP FILE= Pad-Th.107 PAD RESPONSE AT END OF 2.375 DAYS 0.0000 1
COMPLEX=
0 COPY LOAD CASE 7 FROM FILE TO DATABASE 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
=
0.3834591E-03 FY
=
-2042814.
FZ
=
0.2426448E-03 MX
=
0.6434864E+09 MY
=
0.7220398E-01 MZ
-0.4167341E+09 SUMMATION POINT
0.0000 0.0000 0.0000 LOAD CASE 8
- LOAD CASE 8 IS LOAD STEP 8
SUBSTEP I
COMPLEX=
0 FILE= Pad-Th.108 PAD RESPONSE AT END OF 3.125 DAYS COPY LOAD CASE 8 FROM FILE TO DATABASE 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 Sheet 15 of 18
Sheet 16 of 18 SERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006 SUMMATION OF TOTAL FX
=
0.3834514E-03 FY
=
-2062086.
FZ
=
0.2426424E-03 MX
=
0.6495571E+09 MY
=
0.7219778E-01 MZ
-0.4206655E+09 SUMMATION POINT
0.0000 LOAD CASE 9
- LOAD CASE 9 IS LOAD STEP FILE= Pad-Th.109 PAD RESPONSE AT END OF 4.125 FORCES AND MOMENTS IN GLOBAL COORDINATES *****
0.0000 0.0000 9
SUBSTEP DAYS 1
COMPLEX=
0 COPY LOAD CASE 9 FROM FILE TO DATABASE 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
=
0.3834334E-03 FY
=
-2081358.
FZ
=
0.2426677E-03 MX
=
0.6556277E+09 MY
=
0.7219028E-01 MZ
-0.4245970E+09 SUMMATION POINT
0.0000 0.0000 0.0000 LOAD CASE 10 LOAD CASE 10 IS LOAD STEP 10 SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.110 PAD RESPONSE AT END OF 6.125 DAYS COPY LOAD CASE 10 FROM FILE TO DATABASE 8812 ELEMENTS (OF 8812 DEFINED)
SELECTED BY EALL COMMAND.
SELECT COMPONENT BOT ALSO SELECT COMPONENT SYMXY
Sheet 17 of 18 SENE C.oN iki* *SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 ALSO SELECT COMPONENT SYMYZ ALSO SELECT COMPONENT XEDGE ALSO SELECT COMPONENT ZEDGE
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
0.3835999E-03 FY
=
-2100630.
FZ
=
0.2424051E-03 MX
=
0.6616983E+09 MY
=
0.7232303E-01 MZ
-0.4285284E+09 SUMMATION POINT
0.0000 0.0000 0.0000 LOAD CASE 11 LOAD CASE 11 IS LOAD STEP 11 SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.111 PAD RESPONSE AT END OF 7.875 DAYS COPY LOAD CASE 11 FROM FILE TO DATABASE 8812 ELEMENTS (OF 8812 DEFINED)
SELECTED BY EALL COMMAND.
SELECT COMPONENT BOT ALSO SELECT COMPONENT SYMXY ALSO SELECT COMPONENT SYMYZ ALSO SELECT COMPONENT XEDCE ALSO SELECT COMPONENT ZEDGE SUMMATION OF TOTAL FOPCES AND MOMENTS IN GLOBAL COORDINATES FX
=
0.3835706E-03 FY
=
-2119901.
FZ
=
0.2423489E-03 MX
=
0.6677689E+09 MY
=
0.7232273E-01 MZ
-0.4324599E+09 SUMMATION POINT
0.0000 0.0000 0.0000 EXIT THE ANSYS POST1 DATABASE PROCESSOR
- '** ROUTINE COMPLETED *****
CP =
7.040
"Sheet 18 of 18 ENERCON SSERVICES, INC.
SERVCESINC.Appendix EPad-TH to Calculation PGE-009-CALC-006 EXIT ANSYS WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED=
2 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ANSYS RUN COMPLETED I
Release 6.1 UP20020321 INTEL NT I
Maximum Scratch Memory Used
=
1025420 Words 3.912 MB I
CP Time (sec) =
7.050 Time
=
17:37:41 Elapsed Time (sec)
=
11.000 Date
=
06/10/2002
Sheet I of 13 E
E RCON m~~iL/ SEVCS INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006
'I-Originator: '
~
um ne1i Date:
September 20, 2002 Appendix DPad-TH This Appendix presents the ANSYS output file documenting the pad vertical displacements for the thermal stress analysis.
Sheet 2 of 13 ENERCON SERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U I
WELCOME TO THE AN S Y S PROGRAM M ANSYS 6.1 NOTICES
- Copyright 2002 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
- ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS.
IT IS THE
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Sheet 3 of 13 ENERCON 0
mSERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PAD-TH BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
= 800 DATABASE SIZE REQUESTED (MB)
= 250
- WARNING ***
CP=
0.220 TIME= 17:38:49 Use of the -M switch is no longer recommended for normal ANSYS use.
ANSYS now dynamically allocates memory as needed.
Only use the -M switch if you are certain that you need to do so.
PARAMETER STATUS-(
1 PARAMETERS DEFINED)
(INCLUDING 1 INTERNAL PARAMETERS) 00245050 VERSION=INTEL NT RELEASE= 6.1 UP20020321 CURRENT JOBNAME=PAD-TH 17:38:49 JUN 10, 2002 CP=
0.220 1
/COM 2
/COM DISPLACEMENT DATA SORTED AND PRINTED BY LOAD CASE 3
/COM 4
/FILE,Pad-Th 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 LCASE 1 15
/COM 16 LCFILE,I 17 LCASE,I 18
/COM 19
/COM 20
/COM---------
E OF Uy 21
/COM 22 NSEL,S,NODE,,113,133,20 23 PRNSOL,U,Y 24
/COM 25
/COM 26
/COM LCASE 2 27
/COM 28 LCFILE,2 29 LCASE,2 30
/COM 31
/COM 32
/COM VALUES OF Uy 33
/COM 34 PRNSOL,U,Y 35
/COM 36
/COM
Sheet 4 of 13 S ENERCON 0
.SERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 37
/COM LCASE 3 38
/COM 39 LCFILE,3 40 LCASE,3 41
/COM 42
/COM 43
/COM VALUES OF Uy 44
/COM 45 PRNSOL,U,Y 46
/COM 47
/COM 48
/COM LCASE 4 49
/COM 50 LCFILE,4 51 LCASE,4 52
/COM 53
/COM 54
/COM VALUES OF Uy 55
/COM 56 PRNSOL,U,Y 57
/COM 58
/COM 59
/COM LCASE 5 60
/COM 61 LCFILE,5 62 LCASE,5 63
/COM 64
/COM 65
/COM VALUES OF Uy 66
/COM 67 PRNSOL,U,Y 68
/COM 69
/COM 70
/COM LCASE 6 71
/COM 72 LCFILE,6 73 LCASE,6 74
/COM 75
/COM 76
/COM VALUES OF Uy 77
/COM 78 PRNSOL,U,Y 79
/COM 80
/COM 81
/COM LCASE 7 82
/COM 83 LCFILE,7 84 LCASE,7 85
/COM 86
/COM 87
/COM VALUES OF Uy 88
/COM 89 PRNSOL,U,Y 90
/COM 91
/COM 92
/COM LCASE 8 93
/COM
SENERCON Sheet 5 of 13 SERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 94 LCFILE,,8 95 LCASE,8 96
/COM 97
/COM 98
/COM VALUES OF Uy 99
/COM 100 PRNSOL,U,Y 101
/COM 102
/COM 103
/COM LCASE 9 104
/COM 105 LCFILE,9 106 LCASE,9 107
/COM 108
/COM 109
/COM VALUES OF Uy 110
/COM I11 PRNSOL,U,Y 112
/COM 113
/COM 114
/COM LCASE 10 115
/COM 116 LCFILE,10 117 LCASE,10 118
/COM 119
/COM 120
/COM VALUES OF Uy 121
/COM 122 PRNSOL,U,Y 123
/COM 124
/COM 125
/COM LCASE 11 126
/COM 127 LCFILE,II 128 LCASE,II 129
/COM 130
/COM 131
/COM VALUES OF Uy 132
/COM 133 PRNSOL,U,Y 134
/COM 135
/COM 136
/COM 137
/COM 138 FINI 139
/EXIT,NOSAVE 140 141 RUN SETUP PROCEDURE FROM FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start6l.ans
/INPUT FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start61.ans LINE=
0 DISPLACEMENT DATA SORTED AND PRINTED BY LOAD CASE
ENERCON S* SERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 CURRENT JOBNAME REDEFINED AS Pad-Th RESUME ANSYS DATA FROM FILE NAME=Pad-Th.db ANSYS GLOBAL STATUS ***
TITLE = DELTA T 6.125 TO 7.875 DAYS 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
=
CURRENT LOAD CASE =
0 OF 0
LOAD SET
=
1i SUBSTEP
=
1 TIME/FREQ
=
11.000 ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER AREA NUMBER =
VOL.
NUMBER =
12 1
0 367 4657 (CARTESIAN)
INITIAL JOBNAME = PAD-TH CURRENT JOBNAME = Pad-Th 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 00245050 VERSION=INTEL NT SYSTEM RELEASE 6.1 17:38:50 JUN 10, 2002 CP=
DELTA T 6.125 TO 7.875 DAYS ANSYS RESULTS INTERPRETATION (POST1)
WARNING CP=
0.701 TIME= 17:38:50 The current solution may have been produced using different model or boundary condition data than is currently stored.
POSTI results may be erroneous unless you perform a new solution using the stored data.
NOTE ***
CP=
0.701 TIME= 17:38:50 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 Sheet 6 of 13 9341 10212 166 339 224 48 0.701
SERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 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.
LCASE 1 LOAD CASE 1 IS LOAD STEP 1
SUBSTEP FILE= Pad-Th.101 PAD RESPONSE AT END OF 0.25 DAYS 1
COMPLEX=
0 COPY LOAD CASE 1 FROM FILE TO DATABASE VALUES OF Uy SELECT IN RANGE FOR ITEM=NODE COMPONENT=
113 TO 133 STEP 2
NODES (OF 20 10212 DEFINED)
SELECTED BY NSEL COMMAND.
PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:38:51 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.25 DAYS NODE 113 133 UY
- 0. 82439E-02 0.2224 8E-02 LCASE 2 LOAD CASE 2 IS LOAD STEP 2
SUBSTEP FILE= Pad-Th.102 PAD RESPONSE AT END OF 0.50 DAYS 1
COMPLEX=
0 COPY LOAD CASE 2 FROM FILE TO DATABASE VALUES OF Uy Sheet 7 of 13 1.182
Sheet 8 of 13 SENERCON SERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:38:51 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0. 50 DAYS NODE UY 113 0.34784 133 0.42626E-02 LCASE 3 LOAD CASE 3 IS LOAD STEP 3
SUBSTEP FILE= Pad-Th.103 PAD RESPONSE AT END OF 0.625 DAYS COPY LOAD CASE 1
COMPLEX=
0 3 FROM FILE TO DATABASE VALUES OF Uy PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT' 17:38:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.625 DAYS NODE 113 133 UY
- 0. 49862
- 0. 51626E-02 LCASE 4 LOAD CASE 4 IS LOAD STEP 4
SUBSTEP FILE= Pad-Th.104 PAD RESPONSE AT END OF 1.125 DAYS COPY LOAD CASE 1
COMPLEX=
0 4 FROM FILE TO DATABASE
-~~~VALUES OF Uy 1.692 2.183
Sheet 9 of 13 ENERCON ikfj SERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:38:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.125 DAYS NODE UY 113 0.59631 133 0.82396E-02 LCASE 5
=--------------------
LOAD CASE 5 IS LOAD STEP 5
SUBSTEP FILE= Pad-Th.105 PAD RESPONSE AT END OF 1.625 DAYS I
COMPLEX=
0 COPY LOAD CASE 5 FROM FILE TO DATABASE VALUES OF Uy PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:38:53 JUN 10, 2002 CP=
RESPONSE
AT END OF 1.625 DAYS NODE UY 113 0.59842 133 0.10350E-01 LCASE 6
LOAD CASE 6 IS LOAD STEP 6
SUBSTEP FILE= Pad-Th.106 PAD RESPONSE AT END OF 2.125 DAYS 1
COMPLEX=
0 COPY LOAD CASE 6 FROM FILE TO DATABASE VALUES OF Uy 2.624 3.104
Sheet 10 of 13
_#IENERCON 0
SERVICES, INC. Appendix DPad-TH to Calculation PGE-009-CALC-006 PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:38:53 JUN 10, 2002 CP=
3.525 PAD RESPONSE AT END OF 2.125 DAYS NODE UY 113 0.59971 133 0.11648E-01 LCASE 7 LOAD CASE 7 IS LOAD STEP 7
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.107 PAD RESPONSE AT END OF 2.375 DAYS COPY LOAD CASE 7 FROM FILE TO DATABASE VALUES OF Uy PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:38:54 JUN 10, 2002 CP=
4.036 PAD RESPONSE AT END OF 2.375 DAYS NODE UY 113 0.60012 133 0.12061E-01 LCASE 8 LOAD CASE 8 IS LOAD STEP 8
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.108 PAD RESPONSE AT END OF 3.125 DAYS COPY LOAD CASE 8 FROM FILE TO DATABASE
Sheet 11 of 13 ENERCON 0.
SERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 VALUES OF Uy PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:38:54 JUN 10, 2002 CP=
4.527 PAD RESPONSE AT END OF 3.125 DAYS NODE UY 113 0.60126 133 0.13198E-01 LCASE 9 LOAD CASE 9 IS LOAD STEP 9
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.109 PAD RESPONSE AT END OF 4.125 DAYS COPY LOAD CASE 9 FROM FILE TO DATABASE VALUES OF Uy PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:38:55 JUN 10, 2002 CP=
4.977 PAD RESPONSE AT END OF 4.125 DAYS NODE UY 113 0.60187 133 0.13814E-01 LCASE 10 LOAD CASE 10 IS LOAD STEP 10 SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.110 PAD RESPONSE AT END OF 6.125 DAYS COPY LOAD CASE 10 FROM FILE TO DATABASE
- o ENERCON 1SERVICES,INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 VALUES OF Uy PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:38:55 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 6.125 DAYS NODE 113 133 UY 0.60181
- 0. 13761E-01 LCASE 11 LOAD CASE 11 IS LOAD STEP 11 SUBSTEP FILE= Pad-Th.111 PAD RESPONSE AT END OF 7.875 DAYS 1
COMPLEX=
0 COPY LOAD CASE 11 FROM FILE TO DATABASE VALUES OF Uy PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:38:56 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 7.875 DAYS NODE UY 113 0.60082 133 0.12766E-01 EXIT THE ANSYS POSTI DATABASE PROCESSOR ROUTINE COMPLETED *****
CP =
Sheet 12 of 13 5.478 5.919 5.929
Sheet 13 of 13 ENERCON 0
SERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 EXIT ANSYS WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED=
2 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ANSYS RUN COMPLETED I
Release 6.1 UP20020321 INTEL NT I
Maximum Scratch Memory Used
=
1025420 Words 3.912 MB CP Time (sec) =
5.929 Time
17:38:56 Elapsed Time (sec)
8.000 Date
=
06/10/2002
Sheet 1 of 47 ENERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 Originator: --4 urn Date:
September 20, 2002 Appendix SPad-TH This Appendix presents the ANSYS output file documenting the pad stress response for the thermal stress analysis.
Sheet 2 of 47 ENERCON 0
SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U I
WELCOME TO THE ANS Y S PROGRAM I
ANSYS 6.1 NOTICES
- Copyright 2002 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.
- W*WW***WW*****WWWWWWWWWWW*
- W
- W WWW***
- 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
- ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS.
IT IS THE
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Sheet 3 of 47 SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PAD-TH BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
= 800 DATABASE SIZE REQUESTED (MB)
= 250 WARNING ***
CP=
0.230 TIME= 17:39:45 Use of the -M switch is no longer recommended for normal ANSYS use.
ANSYS now dynamically allocates memory as needed.
Only use the -M switch if you are certain that you need to do so.
PARAMETER STATUS-(INCLUDING 1 PARAMETERS DEFINED) 1 INTERNAL PARAMETERS) 00245050 VERSION=INTEL NT RELEASE= 6.1 CURRENT JOBNAME=PAD-TH 17:39:45 JUN 10, 2002 CP=
/COM
/COM
/COM STRESS DATA SORTED Al
/COM
/COM
/COM
/COM THIS ROUTINE SORTS AT
/COM FIRST SX, SZ, S1 (MA)
/COM
/COM
/file,Pad-Th resume
/header,on, off,off,off,on,off
/postl
/COM UP20020321 0.230 ND PRINTED BY LOAD CASE ND PRINTS STRESS DATA BY C) AND S3 (MIN)
LOAD CASE EALL NALL
/COM
/COM
/COM
/COM
/COM LCASE 1
/COM LCFILE,1 LCASE, 1 ESEL,TYPE, 2 NELEM
/COM
/COM
=
/COM
-MAXIMUM VALUES OF SX
/COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT
/COM 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
Sheet 4 of 47 ENERCON 0SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 36
/COM 37
/COM MINIMUM VALUES OF SX 38
/COM 39 NSORT,S,X,1,0,2,SEL 40 PRNSOL,S 41 NUSORT 42
/COM 43
/COM 44
/COM MAXIMUM VALUES OF SZ 45
/COM 46 NSORT,S,Z,0,0,2,SEL 47 PRNSOL,S 48 NUSORT 49
/COM 50
/COM 51
/COM MINIMUM VALUES OF SZ 52
/COM 53 NSORT,S,Z,1,0,2,SEL 54 PRNSOL,S 55
/COM 56
/COM 57
/COM 58
/COM MAXIMUM VALUES OF S1 59
/COM 60 NSORT,S,1,0,0,2,SEL 61 PRNSOL,S,PRIN 62 NUSORT 63
/COM 64
/COM 65
/COM MINIMUM VALUES OF S3 66
/COM 67 NSORT,S,3,1,0,2,SEL 68 PRNSOL,S,PRIN 69 NUSORT 70
/COM 71
/COM 72
/COM 73
/COM 74
/COM LCASE 2 75
/COM 76 LCFILE,2 77 LCASE,2 78 ESEL,TYPE,2 79 NELEM 80
/COM 81
/COM 82
/COM N
- (Z-MUM VALUES OF SX 83
/COM 84 NSORT,S,X,0,0,2,SEL 85 PRNSOL,S 86 NUSORT 87
/COM 88
/COM 89
/COM MINIMUM VALUES OF SX 90
/COM 91 NSORT,S,X,1,0,2,SEL 92 PRNSOL,S
Sheet 5 of 47 S ~ENERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 93 NUSORT 94
/COM 95
/COM 96
/COM MAXIMUM VALUES OF SZ 97
/COM 98 NSORT,S,Z,0,0,2,SEL 99 PRNSOL,S 100 NUSORT 101
/COM 102
/COM 103
/COM MINIMUM VALUES OF SZ 104
/COM 105 NSORT,S,Z,1,0,2,SEL 106 PRNSOL,S 107
/COM 108
/COM 109
/COM 110
/COM MAXIMUM VALUES OF S1 1i1
/COM 112 NSORT,S,1,0,0,2,SEL 113 PRNSOL,S,PRIN 114 NUSORT 115
/COM 116
/COM 117
/COM MINIMUM VALUES OF S3 118
/COM 119 NSORT,S,3,1,0,2,SEL 120 PRNSOL,S,PRIN 121 NUSORT 122
/COM 123
/COM 124
/COM 125
/COM 126
/COM LCASE 3 127
/COM 128 LCFILE,3 129 LCASE,3 130 ESEL,TYPE,2 131 NELEM 132
/COM 133
/COM 134
/COM MAXIMUM VALUES OF SX 135
/COM 136 NSORT,S,X,0,0,2,SEL 137 PRNSOL,S 138 NUSORT 139
/COM 140
/COM 141
/COM MINIMUM VALUES OF SX 142
/COM 143 NSORT,S,X,1,0,2,SEL 144 PRNSOL,S 145 NUSORT 146
/COM 147
/COM 148
/COM MAXIMUM VALUES OF SZ 149
/COM
Sheet 6 of 47
~
ENERCON 0%
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 150 NSORT, S,Z,0,0,2,SEL 151 PRNSOL,S 152 NUSORT 153
/COM 154
/COM 155
/COM MINIMUM VALUES OF SZ 156
/COM 157 NSORT,S,Z,1,0,2,SEL 158 PRNSOL,S 159
/COM 160
/COM 161
/COM 162
/COM MAXIMUM VALUES OF S1 163
/COM 164 NSORT,S,1,0,0,2,SEL 165 PRNSOL,S,PRIN 166 NUSORT 167
/COM 168
/COM 169
/COM MINIMUM VALUES OF S3 170
/COM 171 NSORT,S,3,1,0,2,SEL 172 PRNSOL,S,PRIN 173 NUSORT 174
/COM 175
/COM 176
/COM 177
/COM 178
/COM LCASE 4 179
/COM 180 LCFILE,4 181 LCASE,4 182 ESEL,TYPE,2 183 NELEM 184
/COM 185
/COM 186
/COM MAXIMUM VALUES OF SX 187
/COM 188 NSORT, S,X,0,0,2,SEL 189 PRNSOL,S 190 NUSORT 191
/COM 192
/COM 193
/COM MINIMUM VALUES OF SX 194
/COM 195 NSORTS,X,1,0,2, SEL 196 PRNSOLS 197 NUSORT 198
/COM 199
/COM 200
/COM MAXIMUM VALUES OF SZ 201
/COM 202 NSORT,S,Z,0,0,2,SEL 203 PRNSOL,S 204 NUSORT 205
/COM 206
/COM
Sheet 7 of 47 ENERCON 0
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 207
/COM MINIMUM VALUES OF SZ 208
/COM 209 NSORT, S,Z,1,0,2,SEL 210 PRNSOL,S 211
/COM 212
/COM 213
/COM 214
/COM MAXIMUM VALUES OF S1 215
/COM 216 NSORT,S,1,0,0, 2,SEL 217 PRNSOL,SPRIN 218 NUSORT 219
/COM 220
/COM 221
/COM MINIMUM VALUES OF S3 222
/COM 223 NSORTS,3,1,0, 2,SEL 224 PRNSOL,SPRIN 225 NUSORT 226
/COM 227
/COM 228
/COM 229
/COM 230
/COM LCASE 5 231
/COM 232 LCFILE,5 233 LCASE,5 234 ESELTYPE,2 235 NELEM 236
/COM 237
/COM 238
/COM MAXIMUM VALUES OF SX 239
/COM 240 NSORT,S,X,0,0,2,SEL 241 PRNSOL,S 242 NUSORT 243
/COM 244
/COM 245
/COM MINIMUM VALUES OF SX 246
/COM 247 NSORT,S,X,1,0,2,SEL 248 PRNSOL,S 249 NUSORT 250
/COM 251
/COM 252
/COM MAXIMUM VALUES OF SZ 253
/COM 254 NSORT, S,Z,0,0,2,SEL 255 PRNSOL,S 256 NUSORT 257
/COM 258
/COM 259
/COM MINIMUM VALUES OF SZ 260
/COM 261 NSORT,S,Z,1,0,2,SEL 262 PRNSOL,S 263
/COM
Sheet 8 of 47 ENERCON 0
SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 264
/COM 265
/COM 266
/COM MAXIMUM VALUES OF S1 267
/COM 268 NSORT,S,I,0,0,2,SEL 269 PRNSOL,S,PRIN 270 NUSORT 271
/COM 272
/COM 273
/COM MINIMUM VALUES OF S3 274
/COM 275 NSORT,S,3,1,0,2,SEL 276 PRNSOL,S,PRIN 277 NUSORT 278
/COM 279
/COM 280
/COM 281
/COM 282
/COM LCASE 6 283
/COM 284 LCFILE,6 285 LCASE,6 286 ESEL,TYPE,2 287 NELEM 288
/COM 289
/COM 290
/COM MAXIMUM VALUES OF SX 291
/COM 292 NSORTS,X,00,02,SEL 293 PRNSOL,S 294 NUSORT 295
/COM 296
/COM 297
/COM MINIMUM VALUES OF SX 298
/COM 299 NSORT, S,X, 1, 0,2, SEL 300 PRNSOLS 301 NUSORT 302
/COM 303
/COM 304
/COM MAXIMUM VALUES OF SZ 305
/COM 306 NSORT,S,Z,0,0,2,SEL 307 PRNSOL,S 308 NUSORT 309
/COM 310
/COM 311
/COM MINIMUM VALUES OF SZ 312
/COM 313 NSORTS,Z,1,0,2,SEL 314 PRNSOL,S 315
/COM 316
/COM 317
/COM 318
/COM MAXIMUM VALUES OF S1 319 NSORT,S,1,0,0,2,SEL 320 PRNSOL,S,PRIN
Sheet 9 of 47 ENERCON 0
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 321 NUSORT 322
/COM 323
/COM 324
/COM MINIMUM VALUES OF S3 325
/COM 326 NSORT,S,3,1,0,2,SEL 327 PRNSOL,S,PRIN 328 NUSORT 329
/COM 330
/COM 331
/COM 332
/COM 333
/COM LCASE 7 334
/COM 335 LCFILE,7 336 LCASE,7 337 ESEL,TYPE,2 338 NELEM 339
/COM 340
/COM 341
/COM MAXIMUM VALUES OF SX 342
/COM 343 NSORT,SX,0,0,2,SEL 344 PRNSOL,S 345 NUSORT 346
/COM 347
/COM 348
/COM MINIMUM VALUES OF SX 349
/COM 350 NSORT,S,X,1,0,2,SEL 351 PRNSOL,S 352 NUSORT 353
/COM 354
/COM--
355
/COMN--..*:MUM VALUES OF SZ 356
/COM 357 NSORT,S,Z,0,0,2,SEL 358 PRNSOL,S 359 NUSORT 360
/COM 361
/COM 362
/COM
=='--
-2 VALUES OF SZ 363
/COM 364 NSORT,S,Z,1,0,2,SEL 365 PRNSOL,S 366
/COM 367
/COM 368
/COM 369
/COM
-=AXIJM VALUES OF S1 370
/COM 371 NSORT,S,1,0,0,2,SEL 372 PRNSOL,S,PRIN 373 NUSORT 374
/COM 375
/COM 376
/COM MINIMUM VALUES OF S3 377
/COM
Sheet 10of 47
' ENERCON 0
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 378 NSORT, S, 3,1,0,2,SEL 379 PRNSOL,S,PRIN 380 NUSORT 381
/COM 382
/COM 383
/COM 384
/COM 385
/COM LCASE 8 386
/COM 387 LCFILE,8 388 LCASE,8 389 ESEL,TYPE,2 390 NELEM 391
/COM 392
/COM 393
/COM MAXIMUM VALUES OF SX 394
/COM 395 NSORT, S,X,0,0,2,SEL 396 PRNSOL,S 397 NUSORT 398
/COM 399
/COM 400
/COM MINIMUM VALUES OF SX 401
/COM 402 NSORT, S,X,1,0,2,SEL 403 PRNSOL,S 404 NUSORT 405
/COM 406
/COM 407
/COM MAXIMUM VALUES OF SZ 408
/COM 409 NSORT, S, Z, 0,0, 2,SEL 410 PRNSOL,S 411 NUSORT 412
/COM 413
/COM 414
/COM MINIMUM VALUES OF SZ 415
/COM 416 NSORT,S,Z,1,0,2,SEL 417 PRNSOL,S 418
/COM 419
/COM 420
/COM 421
/COM MAXIMUM VALUES OF S1 422
/COM 423 NSORT,S,1,0,0,2,SEL 424 PRNSOL,S,PRIN 425 NUSORT 426
/COM 427
/COM 428
/COM MINIMUM VALUES OF S3 429
/COM 430 NSORT,S,3,1,0,2,SEL 431 PRNSOL,S,PRIN 432 NUSORT 433
/COM 434
/COM
Sheet 11 of 47
- ENERCON 0
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 435
/COM 436
/COM 437
/COM LCASE 9 438
/COM 439 LCFILE,9 440 LCASE,9 441 ESEL,TYPE,2 442 NELEM 443
/COM 444
/COM 445
/COM MAXIMUM VALUES OF SX 446
/COM 447 NSORT,S,X,0,0,2,SEL 448 PRNSOL,S 449 NUSORT 450
/COM 451
/COM 452
/COM MINIMUM VALUES OF SX 453
/COM 454 NSORT,S,X,1,0,2,SEL 455 PRNSOL,S 456 NUSORT 457
/COM 458
/COM 459
/COM MAXIMUM VALUES OF SZ 460
/COM 461 NSORT,S,Z,0,0,2,SEL 462 PRNSOL,S 463 NUSORT 464
/COM 465
/COM 466
/COM MINIMUM VALUES OF SZ 467
/COM 468 NSORT,S,Z,1,0,2,SEL 469 PRNSOL,S 470
/COM 471
/COM 472
/COM 473
/COM MAXIMUM VALUES OF S1 474
/COM 475 NSORT,S,1,0,0,2,SEL 476 PRNSOL,S,PRIN 477 NUSORT 478
/COM 479
/COM 480
/COM MINIMUM VALUES OF S3 481
/COM 482 NSORT,S,3,1,0,2,SEL 483 PRNSOLS,PRIN 484 NUSORT 485
/COM 486
/COM 487
/COM 488
/COM 489
/COM LCASE 10 490
/COM 491 LCFILE,10
Sheet 12 of 47 SNERCON 0
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 492 LCASE,10 493 ESEL,TYPE,2 494 NELEM 495
/COM 496
/COM 497
/COM MAXIMUM VALUES OF SX 498
/COM 499 NSORT,S,X,0,0,2,SEL 500 PRNSOL,S 501 NUSORT 502
/COM 503
/COM 504
/COM MINIMUM VALUES OF SX 505
/COM 506 NSORT,S,X,1,0,2,SEL 507 PRNSOL,S 508 NUSORT 509
/COM 510
/COM 511
/COM MAXIMUM VALUES OF SZ 512
/COM 513 NSORT, S Z,0,0,2,SEL 514 PRNSOL,S 515 NUSORT 516
/COM 517
/COM 518
/COM MINIMUM VALUES OF SZ 519
/COM 520 NSORT, S Z,1,0,2,SEL 521 PRNSOLS 522
/COM 523
/COM 524
/COM 525
/COM MAXIMUM VALUES OF S1 526
/COM 527 NSORT, S,1,0,0,2,SEL 528 PRNSOLS,PRIN 529 NUSORT 530
/COM 531
/COM 532
/COM MINIMUM VALUES OF S3 533
/COM 534 NSORT, S, 3,1,0,2, SEL 535 PRNSOLS,PRIN 536 NUSORT 537
/COM 538
/COM 539
/COM 540
/COM 541
/COM LCASE 11 542
/COM 543 LCFILE,11 544 LCASE,11 545 ESEL,TYPE,2 546 NELEM 547
/COM 548
/COM
Sheet 13 of 47 ENERCON 0
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 549
/COM MAXIMUM VALUES OF SX 550
/COM 551 NSORTS,X,0,0,2,SEL 552 PRNSOL,S 553 NUSORT 554
/COM 555
/COM 556
/COM MINIMUM VALUES OF SX 557
/COM 558 NSORT,S,X,1,0, 2,SEL 559 PRNSOL,S 560 NUSORT 561
/COM 562
/COM 563
/COM MAXIMUM VALUES OF SZ 564
/COM 565 NSORT,S,Z,0,0,2,SEL 566 PRNSOL,S 567 NUSORT 568
/COM 569
/COM 570
/COM MINIMUM VALUES OF SZ 571
/COM 572 NSORT,S,Z,1,0,2,SEL 573 PRNSOL,S 574
/COM 575
/COM 576
/COM 577
/COM MAXIMUM VALUES OF SI 578
/COM 579 NSORT,S,1,00,2, SEL 580 PRNSOL,S,PRIN 581 NUSORT 582
/COM 583
/COM 584
/COM MINIMUM VALUES OF S3 585
/COM 586 NSORTS,3,1,0,2, SEL 587 PRNSOL,S,PRIN 588 NUSORT 589
/COM 590
/COM 591
/COM 592
/COM 593
/COM 594
/COM 595 EALL 596 NALL 597 FINI 598
/OUTPUT 599
/EXIT,NOSAVE RUN SETUP PROCEDURE FROM FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start61.ans
/INPUT FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start61.ans LINE=
0
SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 STRESS DATA SORTED AND PRINTED BY LOAD CASE THIS ROUTINE SORTS AND PRINTS STRESS DATA BY FIRST SX, SZ, S1 (MAX)
AND S3 (MIN)
CURRENT JOBNAME REDEFINED AS Pad-Th RESUME ANSYS DATA FROM FILE NAME=Pad-Th.db ANSYS GLOBAL STATUS ***
LOAD CASE TITLE = DELTA T 6.125 TO 7.875 DAYS ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
10212 NODES CURRENTLY SELECTED.
166 KEYPOINTS CURRENTLY SELECTED 339 LINES CURRENTLY SELECTED.
2 AREAS CURRENTLY SELECTED.
48 VOLUMES CURRENTLY SELECTED.
22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F.
SET NUMBER NUMBER OF SPECIFIED CONSTRAINTS CURRENT LOAD CASE =
0 OF 0
LOAD SET
=
ii SUBSTEP
=
1 TIME/FREQ
=
11.000 MAX MAX MAX MAX MAX MAX ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL.
NUMBER =
12 1
0 367 4657 (CARTESIAN)
INITIAL JOBNAME = PAD-TH CURRENT JOBNAME = Pad-Th 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 RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:46 JUN 10, DELTA T 6.125 TO 7.875 DAYS ANSYS RESULTS INTERPRETATION (POST1)
Sheet 14 of 47 9341 10212 166 339 224 48 2002 CP=
0.751
Sheet 15 of 47 S
ENERCON I~i *I*SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 WARNING ***
CP=
0.751 TIME= 17:39:46 The current solution may have been produced using different model or boundary condition data than is currently stored.
POST1 results may be erroneous unless you perform a new solution using the stored data.
NOTE ***
CP=
0.751 TIME= 17:39:46 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.
LCASE 1 LOAD CASE 1 IS LOAD STEP 1
SUBSTEP FILE= Pad-Th.101 PAD RESPONSE AT END OF 0.25 DAYS COPY LOAD CASE 1 FROM FILE TO DATABASE ESEL FOR LABEL= TYPE FROM 1870 ELEMENTS (OF 2 TO 1
COMPLEX=
0 2 BY 1
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.
MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:47 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.25 DAYS 2
1.392
ENERCON ER* VIES IC.Appendix SPad-TH to Calculation PGE-009-CALC-006 NODE SX 838 36.343 839 36.169 NODE SORT REMOVED SY
-0. 81564
-0.55461 sz
-11.185 3.5067 SXY 0.42647 0.44242 SYZ 1.2265 1.3791 Sheet 16 of 47 Sxz
-10.374
-14. 486 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=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:47 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.25 DAYS NODE SX SY SZ SXY SYZ 2817
-122.86
-369.93
-117.39 126.93 121.38 2837
-103.04
-57.817
-70.010 59.504 58.274 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:47 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.25 DAYS NODE SX SY SZ SXY SYZ 2659
-31.149
-0.94337 35.296 0.70818
-0.64952 2658
-38.529
-0.98118 35.263 0.49591
-0.59618 NODE SORT REMOVED MINIMUM VALUES OF SZ 2
1.412 SXZ
-17. 968
-7.2475 2
1.432 SXz
-5.8041
-3.5070
Sheet 17 of 47 F
INERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:47 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.25 DAYS NODE 2817 26 SX
-122.86
-97.821 SY
-369.93
-0.91153 Sz
-117.39
-116.86 SXY 126.93 0.60227 SYZ 121.38 0.20793 1.462 SXz
-17.968 0.20342E-01 MAXIMUM VALUES OF S1 SORT ON ITEM=S COMPONENT=1 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:47 JUN 10, PAD RESPONSE AT END OF 0.25 DAYS 2002 CP=
NODE S1 S2 S3 SINT SEQV 626 49.092 11.203
-1.8546 50.946 45.834 2663 48.952 16.391
-1.7938 50.746 44.531 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 2
2 1.482 2
ENERCON l[3£!SERVCESINC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 Sheet 18 of 47 00245050 VERSION=INTEL NT PAD RESPONSE AT END OF 0.25 DAYS NODE S1 2817
-43.616 2818
-26.438 NODE SORT REMOVED S2
-102.10
-76.933 S3
-464.47
-397.48 LCASE 2 LOAD CASE 2 IS LOAD STEP 2
SUBSTEP FILE= Pad-Th.102 PAD RESPONSE AT END OF 0.50 DAYS 17:39:47 JUN 10, 2002 CP=
SINT 420.85 371.04 SEQV 394.87 348.55 COPY LOAD CASE 2 FROM FILE TO DATABASE 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.
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=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.50 DAYS NODE 824 825 NODE SORT SX 229.29 229.08 REMOVED SY
-0.48006
-1.2877 Sz 204.71 220.60 SXY 0.60414 0.58166 SYZ 1.3658 1.2315 1.502 1
COMPLEX=
0 2
2.123 SXZ
-10.305
-13.858
rlI!i ENERCON a SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 MINIMUM VALUES OF SX Sheet 19 of 47 SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.50 DAYS NODE SX 1720
-241.70 71
-241.67 NODE SORT REMOVED SY
-1.2937
-0.79466 Sz
-227.96
-256.24 SXY 1.2522 1.5684 SYZ 15.719 0.55897 SXZ 10.47426
-0.78080E-02 MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
2 ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.50 DAYS 2.153 NODE SX SY SZ SXY SYZ SXZ 622 185.54
-2.1068 236.42 0.68621 0.87546E-01 -7.0396 621 177.00
-2.3944 236.35 0.43051 0.13315
-4.4727 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE ORDER=
1 KABS= 0 NMAX=
2 2.143 2
Sheet 20 of 47 S
ENERCON SSERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.50 DAYS NODE SX SY SZ SXY SYZ 71
-241.67
-0.79466
-256.24 1.5684 0.55897 78
-241.21
-0.87746
-256.22 3.1812 0.55601 MAXIMUM VALUES OF S1 SORT ON ITEM=S COMPONENT=1 ORDER=
0 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.50 DAYS NODE S1 S2 S3 SINT SEQV 625 247.08 212.93
-3.1698 250.25 235.04 626 241.57 206.11
-4.2988 245.87 230.19 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 ORDER=
1 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.50 DAYS NODE S1 S2 S3 SINT SEQV 2.173 SXz
-0.78080E-02
-0.15628E-01 2.183 2.203
Sheet 21 of 47 SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 2817
-18.781 2818 15.565
-168.99
-118.42
-613.35
-494.47 594.57 510.03 535.50 457.98 NODE SORT REMOVED LCASE 3 LOAD CASE 3 IS LOAD STEP 3
SUBSTEP FILE= Pad-Th.103 PAD RESPONSE AT END OF 0.625 DAYS COPY LOAD CASE 3 FROM FILE TO DATABASE ESEL FOR LABEL= TYPE FROM 1870 ELEMENTS (OF 2 TO 1
COMPLEX=
0 2 BY 1
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.
MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.625 DAYS NODE 824 823 SX 351.46 351.03 SY
-0.63540
-1.0066 Sz 328.21 314.64 SXY 0.42880 0.44491 SYZ 1.4027 0.75155 NODE SORT REMOVED MINIMUM VALUES OF SX
=-------------------
COMPONENT=X ORDER= 1 KABS= 0 NMAX=
2 2.804 SXz
-11.366
-7.8367 2
SORT ON ITEM=S
Sheet 22 of 47 SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.625 DAYS NODE SX SY SZ SXY SYZ 1510
-299.78
-6.4839
-283.05 1.5879 17.781 1706
-299.70
-6.6893
-283.13 2.7449 17.714 NODE SORT REMOVED MAXIMUM VALUES OF SZ 2.814 SXz
-0.52942
-1.0548 SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.625 DAYS NODE SX SY SZ SXY SYZ 621 300.92
-3.4337 360.35 0.44356 0.28514 622 309.13
-3.3313 360.30 0.64859 0.24175 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
2 2.834 SXZ
-5.0057
-7.7476 2
2.844
Sheet 23 of 47 ENERCON 0
! SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 PAD RESPONSE AT END OF 0.625 DAYS NODE SX SY SZ SXY SYZ SXZ 66
-289.71
-1.3262
-313.22 17.574 0.50939
-0.15102 68
-295.49
-0.79412
-313.13 10.264 0.56197
-0.88522E-01 MAXIMUM VALUES OF S1 SORT ON ITEM=S COMPONENT=1 ORDER= 0 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
2.864 PAD RESPONSE AT END OF 0.625 DAYS NODE S1 S2 S3 SINT SEQV 625 371.00 334.24
-4.1138 375.11 358.15 624 365.79 327.61
-3.2218 369.01 351.48 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 NODE 1
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U
00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
2.874 PAD RESPONSE AT END OF 0.625 DAYS NODE S1 S2 S3 SINT SEQV 2817
-13.156
-199.33
-701.21 688.05 616.42 2818 50.836
-105.30
-549.60 600.44 539.59 NODE SORT REMOVED
Sheet 24 of 47
- L ENERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 LCASE 4 LOAD CASE 4 IS LOAD STEP 4
SUBSTEP FILE= Pad-Th.104 PAD RESPONSE AT END OF 1.125 DAYS 1
COMPLEX=
0 COPY LOAD CASE 4 FROM FILE TO DATABASE 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.
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=
"***** ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=:NTEL NT 17:39:49 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.125 DAYS NODE SX 825 503.88 824 503.03 NODE SORT REMOVED SY
-0.38527
-0.94352 SZ 504.94 484.92 SXY 0.20559 0.24377 SYZ 2.0548 1.0997 2
3.475 SXZ
-13.412
-10.068 MINIMUM VALUE'-=S 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=
w****
ANSYS ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 2
Sheet 25 of 47 SENE C.oN
- U SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U 00245050 VERSION=INTEL NT PAD RESPONSE AT END OF 1.125 DAYS 17:39:49 JUN 10, 2002 CP=
NODE SX SY SZ SXY SYZ 1720
-469.89
-0.84795
-444.92 1.3107 14.61 1718
-469.61
-1.2413
-460.87 1.3487 16.5:
NODE SORT REMOVED MAXIMUM VALUES OF SZ 09 15 SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:49 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.125 DAYS NODE SX SY SZ SXY SYZ 769 464.05 0.55946 510.55 0.40711 2.0831 755 458.75 0.56374 510.53 0.28002 2.1045 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:49 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.125 DAYS NODE 71 78 SX
-469.20
-468.45 SY
-0.94004
-1.0518 Sz
-492.78
-492.74 SXY 1.6256 3.3168 SYZ 0.58684 0.58393 3.525 SXz
-0.16064E-01
-0.32108E-01 3.485 SXz
-0.82113
-0.65502 2
3.505 SXz
-4.2446
-2.5368 2
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 MAXIMUM VALUES OF Si 1
SORT ON ITEM=S COMPONENT=1 ORDER= 0 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:49 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.125 DAYS NODE 825 625 S1 517.84 517.76 S2 491.00 485.86 S3
-0.39376
-7.4370 SINT 518.23 525.20 SEQV 505.35 510.00 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:49 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.125 DAYS NODE 2817 2818 Si 46.702 142.68 S2
-264.42
-121.92 S3
-908.92
-680.04 S INT 955.63 822.72 SEQV 844.22 727.46 NODE SORT REMOVED LCASE 5
5 SUBSTEP 1
COMPLEX=
0 Sheet 26 of 47 2
3.535 2
3.555 LOAD CASE 5 IS LOAD STEP
S ENERCON SEVCEIN.Appendix SPad-TH to Calculation PGE-009-CALC-006 FILE= Pad-Th.105 PAD RESPONSE AT END OF 1.625 DAYS CASE 5 FROM FILE TO DATABASE LABEL= TYPE FROM 2 TO 2 BY ELEMENTS (OF 8812 DEFINED) SELECTED BY E
ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
NODES (OF 10212 DEFINED) SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.
1 SEL COMMAND.
MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE ORDER=
0 KABS= 0 NMAX=
1 ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.625 DAYS NODE SX SY SZ SXY SYZ 825 524.66
-0.15934 532.28 0.96681E-01 2.7287 824 522.88
-1.1105 509.22 0.13774 0.83792 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=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.625 DAYS Sheet 27 of 47 COPY LOAD ESEL FOE 1870 SELECT 2376 1870 2
4.136 SXz
-11.198
-8.2756 2
4.146
Sheet 28 of 47 ENERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 NODE 72 1721 SXY 1.1321 1.1279 SYZ 0.50836 1.0075 SXz
-0.12745E-01
-0.25813E-01 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S SORT COMPLETED FOR COMPONENT=Z ORDER= 0 KABS= 0 NMAX=
2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.625 DAYS NODE 769 755 SX 492.34 487.62 SY 0.89242 0.80200 Sz 537.49 537.39 SXY 0.37725 0.23730 SYZ 2.7540 2.7740 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
4.176 PAD RESPONSE AT END OF 1.625 DAYS SY
-2.2889
-2.0157 Sz
-594.04
-593.94 SXY 1.1321 2.3383 SYZ 0.50836 0.50349 SXz
-0.12745E-01
-0.25294E-01 MAXIMUM VALUES OF S1
=------------------
Sz
-594.04
-593.83 SX
-567.62
-567.60 SY
-2.2889
-2.2961 2
4.166 SXz
-3.5650
-2.1198 2
NODE 72 77 SX
-567.62
-566.83
Sheet 29 of 47 a ;a ENERCON l*
SERICESINC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 SORT ON ITEM=S SORT COMPLETED FOR COMPONENT=1 ORDER=
0 KABS= 0 NMAX=
2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U
00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.625 DAYS NODE 825 811 S1 540.31 539.16 S2 516.65 511.79 S3
-0.17337 0.78294 SINT 540.48 538.38 SEQV 529.05 525.23 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=:NrEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.625 DAYS NODE 2817 2818 S1 85.453 198.07 S2
-289.70
-121.50 S3
-1004.6
-733.00 SINT 1090.1 931.08 SEQV 959.20 819.44 NODE SORT REMOVED LCASE 6 LOAD CASE 6 IS LOAD STEP 6
SUBSTEP FILE= Pad-Th.106 PAD RESPONSE AT END OF 2.125 DAYS 1
COMPLEX=
0 6 FROM FILE TO DATABASE 2
4.196 2
4.216 COPY LOAD CASE
l SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 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.
MAXIMUM VALUES OF SX Sheet 30 of 47 SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.125 DAYS NODE SX 825 488.41 824 486.23 NODE SORT REMOVED SY
-0.17477
-1.1825 Sz 499.50 475.40 SXY SYZ 0.14904E-01 3.0091 0.53120E-01 0.68972 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=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.125 DAYS NODE SX 72
-615.81 1721
-615.77 NODE SORT REMOVED SY
-7.2456
-6.5448 Sz
-643.89
-643.65 SXY SYZ
-0.83746E-01-0.30609 0.30058E-01-0.40303 SXz
-0.37858E-01
-0.82076E-01 2
4.807 Sxz
-9.9106
-7.2725 2
4.827
V ERCNE o
SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 MAXIMUM VALUES OF SZ Sheet 31 of 47 SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER=
0 KABS= 0 NMAX=
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.125 DAYS NODE SX SY SZ SXY SYZ 769 460.60 0.93279 504.39 0.36053 3.0269 755 456.23 0.79105 504.23 0.21378 3.0459 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.125 DAYS SX
-615.81
-615.77 SY
-7.2456
-6.5448 Sz
-643.89
-643.65 SXY SYZ
-0.83746E-01-0.30609 0.30058E-01-0.40303 MAXIMUM VALUES OF S1 SORT ON ITEM=S COMPONENT=1 ORDER= 0 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
SXz
-0.37858E-01
-0.82076E-01 2
2 4.837 SXz
-3.1926
-1.8918 2
NODE 72 1721 4.857
SgE NERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.125 DAYS NODE 2710 2709 Si 513.79 513.05 S2
-118.56
-109.12 S3
-194.25
-164.74 SINT 708.04 677.80 SEQV 673.39 651.77 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.125 DAYS NODE 2817 2818 S1 98.781 218.52 S2
-299.06
-119.38 S3
-1050.7
-757.39 SINT 1149.5 975.91 SEQV 1011.1 858.38 NODE SORT REMOVED LCASE 7
LOAD CASE 7 IS LOAD STEP 7
SUBSTEP FILE= Pad-Th.107 PAD RESPONSE AT END OF 2.375 DAYS COPY LOAD CASE 7 FROM FILE TO DATABASE 1
COMPLEX=
0 ESEL FOR LABEL= TYPE FROM 1870 ELEMENTS (OF SELECT 8812 DEFINED)
SELECTED BY ESEL COMMAND.
ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
10212 DEFINED)
SELECTED FROM Sheet 32 of 47 4.867 2
4.887 2 TO 2 BY 1
2376 NODES (OF
SERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 1870 SELECTED ELEMENTS BY NELE COMMAND.
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 ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL.NT 17:39:51 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.375 DAYS NODE SX 825 465.40 824 463.16 NODE SORT REMOVED SY
-0. 222 99
-1. 1997 Sz 477.51 453.53 SXY SYZ
-0.26449E-01 3.0375 0.90360E-02 0.63861 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=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:51 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.375 DAYS NODE SX 72
-624.43 1721
-624.34 NODE SORT REMOVED SY
-9.8362
-9.0479 Sz
-652.83
-652.52 SXY
-0.71112
-0.59278 SYZ
-0.70377
-1.1652 SXz
-0.29655E-01
-0.74398E-01 MAXIMUM VALUES OF SZ SORT ON ITEM=S SORT COMPLETED FOR COMPONENT=Z 2 VALUES.
ORDER= 0 KABS= 0 NMAX=
Sheet 33 of 47 5.488 SXz
-9.6111
-7.1064 2
5.508 2
SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:51 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.375 DAYS NODE SX 769 439.43 783 444.36 NODE SORT REMOVED SY 0.89836 0.66078 Sz 482.18 481.97 SXY 0.35289 0.31512 SYZ 3.0489 3.0307 Sheet 34 of 47 5.518 SXz
-3.1942
-4.7982 MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:51 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.375 DAYS NODE 72 1721 SX
-624.43
-624.34 SY
-9.8362
-9. 0479 Sz
-652.83
-652.52 SXY
-0.71112
-0.59278 SYZ
-0.70377
-1.1652 5.538 SXz
-0.29655E-01
-0.74398E-01 MAXIMT-Rl~IVLE OFF 51--
SORT ON ITEM=S COMPONENT=I SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:51 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.375 DAYS 2
2 5.548
NODE 2710 2709 Sheet 35 of 47 ENERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 S1 515.60 511.80 S2
-122.36
-110.60 S3
-198.37
-166.45 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:51 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.375 DAYS NODE 2817 2818 S1 100.46 221.66 S2
-301.49
-119.17 S3
-1064.1
-764.24 SINT 1164.5 985.89 SEQV 1024.5 867.25 NODE SORT REMOVED LCASE 8 LOAD CASE 8 IS LOAD STEP 8
SUBSTEP FILE= Pad-Th.108 PAD RESPONSE AT END OF 3.125 DAYS COPY LOAD CASE 1
COMPLEX=
0 8 FROM FILE TO DATABASE ESEL FOR LABEL= TYPE FROM 1870 ELEMENTS (OF SELECT 8812 DEFINED)
SELECTED BY ESEL COMMAND.
ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
MAXIMUM VALUES OF SX SINT 713.97 678.25 SEQV 679.17 652.12 2
5.568 2 TO 2 BY 1
Sheet 36 of 47 ENERCON Ik**.*
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 3.125 DAYS NODE SX 1329 378.63 1328 377.32 NODE SORT REMOVED SY 2.5135
-0.85495 SZ 387.76 372.34 SXY
-0.69684
-0.71603 SYZ 4.7505 1.5022 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=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 3.125 DAYS NODE SX SY SZ SXY SYZ 72
-607.39
-17.575
-636.39
-2.4128
-2.2520 1721
-607.21
-14.395
-636.28
-1.9613
-3.5141 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 2
6.159 SXZ
-9.6801
-7.4075 2
6.179 SXz
-0.11804
-0.21571 2
Sheet 37 of 47 ENERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 00245050 VERSION=INTEL NT PAD RESPONSE AT END OF 3.125 DAYS NODE SX 1161 356.71 1203 362.12 NODE SORT REMOVED SY 2.4254 1.9544 Sz 392.24 392.13 17:39:52 JUN 10, 2002 CP=
SXY 0.63964 0.70822 SYZ 4.6526 4.6176 MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER=
1 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 3.125 DAYS NODE 72 1721 SX
-607.39
-607.21 SY
-17.575
-14.395 Sz
-636.39
-636.28 SXY
-2.4128
-1.9613 SYZ
-2.2520
-3.5141 MAX IMUM VALUES OF S1 SORT ON ITEM=S COMPONENT=1 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER=
0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 3.125 DAYS NODE 2710 2709 NODE SORT S1 477.63 467.71 REMOVED S2
-122.97
-105.01 S3
-196.12
-157.98 SINT 673.75 625.69 SEQV 640.32 600.96 6.189 SXz
-3.4673
-5.0865 2
6.209 SXz
-0.11804
-0.21571 2
6.219
r*ENERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 MINIMUM VALUES OF S3 Sheet 38 of 47 SORT ON ITEM=S COMPONENT=3 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 3.125 DAYS NODE S1 S2 S3 SINT SEQV 2817 88.972
-301.11
-1072.3 1161.2 1023.6 2818 209.19
-119.12
-766.65 975.84 860.04 NODE SORT REMOVED LCASE 9 LOAD CASE 9 IS LOAD STEP 9
SUBSTEP FILE= Pad-Th.109 PAD RESPONSE AT END OF 4.125 DAYS 1
COMPLEX=
0 COPY LOAD CASE 9 FROM FILE TO DATABASE 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.
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 6.239 2
ENERCON Sheet 39 of 47 0
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
6.830 PAD RESPONSE AT END OF 4.125 DAYS NODE SX SY SZ SXY SYZ SXZ 1329 274.04 2.2920 280.92
-0.54402 4.2572
-10.195 1328 273.06
-0.86175 266.98
-0.57739 1.4968
-7.9415 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
6.850 PAD RESPONSE AT END OF 4.125 DAYS NODE SX SY SZ SXY SYZ SXZ 72
-526.35
-26.905
-554.27
-4.4761
-4.1458
-0.24558 1721
-526.00
-20.156
-554.43
-3.5558
-6.1887
-0.39967 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONEN>=Z ORDER=
0 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PE? :NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U
00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
6.860 PAD RESPONSE AT END OF 4.125 DAYS SY SZ SXY SYZ SXZ NODE SX
('*
Sheet 40 of 47 ENERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 1161 250.47 1203 256.10 2.1606 1.6899 285.18 285.14 0.67043 0.76665 4.1315 4.0989 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 4.125 DAYS NODE 1721 72 SX
-526.00
-526.35 SY
-20.156
-26.905 Sz
-554.43
-554.27 SXY
-3.5558
-4.4761 SYZ
-6.1887
-4.1458 MAXIMUM VALUES OF S1
=------------------
SORT ON ITEM=S COMPONENT=1 ORDER= 0 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 4.125 DAYS NODE 2710 2709 Sl 368.01 356.66 S2
-109.62
-86.203 S3
-173.80
-130.55 SINT 541.81 487.20 SEQV 512.74 466.61 NODE SORT REMOVED MINIMUM VALUES OF S3
-3.7826
-5.4932 2
6.880 SXZ
-0.39967
-0.24558 2
6.900 COMPONENT=3 ORDER= 1 KABS= 0 NMAX=
2 SORT ON ITEM=S
Sheet 41 of 47 NERCON
- n SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U
00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 4.125 DAYS NODE S1 2817 48.024 2818 159.43 NODE SORT REMOVED S2
-287.43
-118.48 S3
-1026.6
-738.00 SINT 1074.6 897.43 6.910 SEQV 952.29 795.74 LCASE 10 LOAD CASE 10 IS LOAD STEP 10 SUBSTEP FILE= Pad-Th.110 PAD RESPONSE AT END OF 6.125 DAYS 1
COMPLEX=
0 COPY LOAD CASE 10 FROM FILE TO DATABASE ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL C(
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 SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NR'AX-
)MMAND.
2 ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:53 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 6.125 DAYS 7.501
NERCON SSERVCESINC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 NODE SX SY SZ SXY SYZ 1341 129.66 0.75495 108.58
-0.43388 2.55:
1343 129.62 3.9284 126.18
-0.33960 4.87 NODE SORT REMOVED MINIMUM VALUES OF SX 89 82 Sheet 42 of 47 SXz
-7.7237
-12.454 SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR-2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:53 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 6.125 DAYS NODE SX 113
-464.18 2289
-455.70 NODE SORT REMOVED SY
-65.322
-49.645 Sz
-497.51
-482.50 SXY
-2.2908
-3.8912 SYZ
-2.4172
-1.4700 MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:53 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 6.125 DAYS NODE SX 655 101.68 652 95.659 NODE SORT REMOVED SY
-10.626
-10.239 sz 133.27 133.22 SXY 2.0638 1.5177 SYZ
-4.1328
-4.0063 2
7.521 SXz 1.8454 3.4823 2
7.531 SXz
-6.8750
-4.6576
Sheet 43 of 47 SENERCON EI* *!SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:53 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 6.125 DAYS NODE 113 122 Sx
-464.18
-445.21 SY
-65.322
-38.351 Sz
-497.51
-484.09 SXY
-2.2908 0.92143 SYZ
-2.4172
-3.9081 2
7.551 Sxz 1.8454 3.1527 MAXIMUM VALUES OF S1
=------------------
SORT ON ITEM=S COMPONENT=1 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:53 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 6.125 DAYS NODE S1 S2 S3 SINT SEQV 2710 150.35
-74.810
-121.40 271.75 251.71 2709 143.59
-47.116
-73.982 217.57 205.46 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2 7.571 2
Sheet 44 of 47 r*
ENERCON 0
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:53 JUN 10, 2002 CP=
7.581 PAD RESPONSE AT END OF 6.125 DAYS NODE S1 S2 S3 SINT SEQV 2817
-34.076
-255.72
-904.16 870.09 783.15 2818 57.086
-119.66
-667.98 725.07 654.84 NODE SORT REMOVED LCASE 11 LOAD CASE 11 IS LOAD STEP 11 SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th. iii PAD RESPONSE AT END OF 7.875 DAYS COPY LOAD CASE 11 FROM FILE TO DATABASE 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.
MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=-
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE LANSYS ENGINEERING ANAYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:54 JUN C
0, 2002 CP=
8.172 PAD RESPONSE AT END OF 7.875 DAYS NODE SX SY SZ SXY SYZ SXZ 921 75.078
-12.149 32.169
-2.7544 6.6158
-8.0877 922 74.989
-12.298 39.384
-2.9648 8.3553
-10.570
Sheet 45 of 47 SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:54 JUN 10, 2002 CP=
8.192 PAD RESPONSE AT END OF 7.875 DAYS NODE SX SY SZ SXY SYZ SXZ 113
-442.93
-78.846
-469.82
-2.6757
-2.8598 2.3225 2289
-432.40
-60.401
-450.85
-4.7709
-2.0009 4.3730 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:54 JUN 10, 2002 CP=
8.202 PAD RESPONSE AT END OF 7.875 DAYS NODE SX SY SZ SXY SYZ SXZ 638 29.023
-13.965 70.245 4.7007 1.6732
-7.8110 639 22.974
-13.865 70.196 3.4784 1.9116
-5.4221 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMIAX=
2 SORT COMPLETED FOR 2 VALUES.
Sheet 46 of 47 S'
ENERCON SERVICES, INC.
Appendix SPad-THt to Calculation PGE-009-CALC-006 PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:54 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 7.875 DAYS NODE 113 122 SX
-442.93
-420.06 SY
-78.846
-47.578 Sz
-469.82
-453.50 SXY
-2.6757 0.23857 SYZ
-2.8598
-4.8796 MAXIMUM VALUES OF S1 SORT ON ITEM=S COMPONENT=1 SORT COMPLETED FOR 2VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:54 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 7.875 DAYS NODE S1 S2 S3 SINT SEQ 634 83.847 52.589
-24.371 108.22 96.4 923 80.406 43.124
-11.053 91.459 79.6!
NODE SORT REMOVED MINIMUM VALUES OF S3 V
65 55 SORT ON ITEM=S COMPONENT=3 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:54 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 7.875 DAYS 8.222 SXz 2.3225 3.9910 2
8.232 2
8.252
Sheet 47 of47
- w*_:ENERCON 0
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 NODE Si S2 S3 SINT SEQV 2817
-85.372
-226.99
-803.27 717.90 658.61 2818
-7.9176
-116.65
-614.92 607.00 560.60 NODE SORT REMOVED 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED)
SELECTED BY NALL COMMAND.
EXIT THE ANSYS POST1 DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
8.252 EXIT ANSYS WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED=
2 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ANSYS RUN COMPLETED I
Release 6.1 UP20020321 INTEL NT I
Maximum Scratch Memory Used
=
1035636 Words 3.951 MB I
CP Time (sec) =
8.252 Time
=
17:39:54 Elapsed Time (sec)
=
10.000 Date
=
06/10/2002
Sheet 1 of 91 F ~ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 Originator: "I Tmmineli Date:
September 20, 2002 Appendix FPad-TH This Appendix presents the ANSYS output file documenting the pad internal forces for the thermal stress analysis.
Sheet 2 of 91 I*ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U I
WELCOME TO THE AN S Y S PROGRAM M
ANSYS 6.1 NOTICES
- Copyright 2002 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:
- W**W*****W*
- % ******W**
- W* **
- *W ***
W**
- 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
"* ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS.
IT IS THE
"* RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
"* USEFULNESS OF THE RESULTS.
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PAD-TH BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
= 800 DATABASE SIZE REQUESTED (MB)
= 250
- WARNING ***
CP=
0.170 TIME= 17:41:29 Use of the -M switch is no longer recommended for normal ANSYS use.
ANSYS now dynamically allocates memory as needed.
Only use the -M switch if you are certain that you need to do so.
PARAMETER STATUS-(INCLUDING 1 PARAMETERS DEFINED) 1 INTERNAL PARAMETERS) 00245050 VERSION=INTEL NT RELEASE= 6.1 CURRENT JOBNAME=PAD-TH 17:41:29 JUN 10, 2002 CP=
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
/ com,
/COM Icom
/com, UP20020321 0.170 This routine processes load results data for the
/com, evaluation of pad internal forces and moments
/com
/comr
/comr
/ com
/file, Pad-Th resume
/HEADER,ON, OFF,OFF,OFF,ON,OFF
/postl eall nall
/com
/com
/com LOAD CASE 1 I lcfile,1 lcase,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,l
/com
/com
/com internal forces at Z = 0.0 LINE 5 1/2 Sheet 3 of 91
ENERCON Ik** fnmSERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 4 of 91 36 37 38 39 40 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 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
/com
/com select strip Z direction
/com nsel,r,loc,x,203.9,408.1 enode,l
/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
/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 nselr,loc,z,-0.1,102.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,rloc,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,locz,101.9,306.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com
ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 ill 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 Sheet 5 of 91 tI
nselr,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
/com esel,type,2 nelem
/com
/com select strip x direction z = 306 to 510
/com nsel,r, loc,z,305.9,510.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r, loc,x,-0.1,0.1 spoint,,0.0,-48.0,408.0 fsum nelem
/com
/com next strip z = 510 to 630 Lines 8 to 10
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 510 to 630
/com nsel,r,loc,z,509.9,630.1 enode,l
/com
/com internal forces at x = 0.0 LINE C
/com nsel, r, loc,x, -0.1,0.1 spoint,,0.0,-48.0,570.0 fsum eall nall
/com
/comr
/com LOAD CASE 2 ************************
- lcfile, 2
bcase,2
/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
ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 Sheet 6 of 91 4
/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.
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
/com
/com select strip Z direction
/com nsel,r,locx,203.9,408.1 enode, 1
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/com nsel, r, loc, z,-0.l,0.l spoint,,306,-48.0,0.0 fsum
/corn *************** ***** ********* ** ** * ** ** ********************
/comr
/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
- nselr, 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
Sheet 7 of 91 SERCON S SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 direction z = 102 to 306 s at x = 0.0 LINE C
/com
/com select strip x
/com nsel,r,loc,z,101.9,306.1 enode,1
/com
/com internal force,
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,204.0 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 enode,l
/com
/com internal force
/com nsel,r, loc,x, -0.
1, 0. 1 spoint,,0.0,-48.0,408.0 fsum nelem
/com
/com next strip z =
/com s at x = 0.0 LINE C 510 to 630 Lines 8 to 10
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com
/com select strip x direction z = 510 to 630 nsel,r, loc, z, 509.9,630.1 enode, 1
/com
/com internal forces at x = 0.0
/com nsel; r, loc, x, -0.1, 0.1 spoint,,0.0,-48.0,570.0 fsum eall LINE C nall
/com
/comr
/com LOAD CASE 3 lcfile, 3 306 to 510 Lines 7 to 8 es in pad only direction z = 306 to 510
Sheet 8 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 icase, 3
/COM
/COM
/com
/com SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS Select all nodes in pad only 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320
/com internal forces at Z = 0.0
/com nsel,r,loc,z,-0.1,0.1 spoint,,102,-48.0,0.0 fsum LINE 5 1/2
/com next strip x = 204 to 408 Lines D to E
/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 enode, 1
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/com nsel,r, oc, z, -0.1, 0.1 spoint,,306,-48.0, 0.0 fsum
/com **********************************************************
/com
/com
/COM
/C0M
/com
/com esel,type, nelem
/com
/com SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only 2
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
/com nsel,r,loc,x,-0.1,0.1 spoint, 0.0, -48.0,51.0 fsum nelem LINE C 0
/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
Sheet 9 of 91 SE INERCON
- j SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 102 to 306 Lines 6 to 7 es in pad only direction z = 102 to 306
/com
/com next strip z =
/com
/com
/com Select all nod
/com esel,type,2 nelem
/com
/com select strip x
/com nsel,rloc,z,101.9, 306.1 enode,1
/com
/com internal force*
/com nsel,r, loc,x, -0.1,0.1 spoint,,0.0,-48.0,204.0 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 enode,1
/com
/com internal force*
/com nselr,1oc,x,-0.1,0.1 spoint,,0.0,-48.0,408.0 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 enode,1
/com
/com internal force
/com nselr,loc,x,-0.1,0.1 LINE C 306 to 510 Lines 7 to 8 es in pad only direction z = 306 to 510 s at x = 0.0 LINE C 510 to 630 Lines 8 to 10 es in pad only direction z = 510 to 630 s at x = 0.0 LINE C s at x = 0.0
Sheet 10 of 91
~~r1ENERCON 0
SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 378 spoint,,0.0,-48.0,570.0 379 fsum 380 eall 381 nall 382
/com 383
/com **********************************************************
384
/com LOAD CASE 4 385 lcfile,4 386 lcase,4 387
/COM 388
/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS 389
/com 390
/com Select all nodes in pad only 391
/com 392 esel,type,2 393 nelemr 394
/com 395
/com select strip Z direction x = 0 to 204 Lines C to D 396
/com 397 nsel,r,loc,x,-0.1,204.1 398 enodel 399
/com 400
/com internal forces at Z = 0.0 LINE 5 1/2 401
/com 402 nsel,r,loc,z,-0.1,0.1 403 spoint,,102,-48.0,0.0 404 fsum 405
/com next strip x = 204 to 408 Lines D to E 406
/com 407
/com Select all nodes in pad only 408
/com 409 eseltype,2 410 nelem 411
/com 412
/com select strip Z direction 413
/com 414 nsel,r, loc,x,203.9,408.1 415 enodel 416
/com 417
/com internal forces at Z = 0.0 LINE 5 1/2 418
/com 419 nsel,r,loc,z,-0.1,0.1 420 spoint,,306,-48.0,0.0 421 fsum 422
/com **********************************************************
423
/com **********************************************************
424
/com 425
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS 426
/COM 427
/com Select all nodes in pad only 428
/com 429 esel,type,2 430 nelem 431
/com 432
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6 433
/comr 434 nsel,r,loc,z,-0.1,102.1
Sheet 11 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 enode, 1
/com
/com internal force
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 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,101.9,306.1 enode,l
/com
/com internal force,
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,204.0 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,305.9.51C.1 enode,1
/com
/com internal force
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,408.0 fsum nelem
/com
/com next strip z =
/com
/com
/com Select all nod
/com esel,type,2 nelem
/com s at x = 0.0 LINE C 306 to 510 Lines 7 to 8 es in pad only direction z = 306 to 510 s at x = 0.0 LINE C 510 to 630 Lines 8 to 10 es in pad only 0
s at x = 0.0 LINE C 102 to 306 Lines 6 to 7 es in pad only direction z = 102 to 306
Sheet 12 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548
/com select strip x direction z = 510 to 630
/com nsel,r,loc,z,509.9,630.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,1oc,x,-0.1,0.1 spoint,,0.0,-48.0,570.0 fsum eall nall
/com
/ corn
/com LOAD CASE 5 ************************
lcfile,5 icase,5
/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
/com
/com select strip Z direction
/com nsel,r,loc,x,203.9,408.1 enode,l
/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
/com **********************************************************
/com
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
/COM
Sheet 13 of 91 ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006
/com
/com esel,type, nelem
/com
/com Select all nodes in pad only 2
select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 nelem
/com
/com
/com
/com
/com
/com esel,type, nelem
/com
/com LINE C next strip z = 102 to 306 Lines 6 to 7 Select all nodes in pad only 2
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
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,204.0 fsum nelem
/com
/com
/com
/com
/com
/com esel,type, nelem
/com
/com
/com LINE C next strip z = 306 to 510 Lines 7 to 8 Select all nodes in pad only 2
select strip x direction z = 306 to 510 nsel,r,loc,z,305.9,510.1 enode,l
/com
/ com internal forces at x = 0.0 LINE C
/ com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,408.0 fsum nelem
/com
/com nsel,r,loc,z,-0.1,102.1 enode,1
/com
/com internal forces at x = 0.0
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 fsum
Sheet 14 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 606 607 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662
/com next strip z = 510 to 630 Lines 8 to 10
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 510 to 630
/com nsel,r, loc, z, 509.9, 630.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,570.0 fsum eall nall
/com
/com **********************************************************
/com LOAD CASE 6 lcfile, 6 icase,6
/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 nselr,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
/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
ENERCON h~l.*SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 15 of 91 nsel,r, loc,z,-0.1,0.1 spoint,,306,-48.0,0.0 fsum
/comr
/comr
/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,l
/com 663 664 665 666 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 internal forces at x = 0.0
- nselr, loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 fsum nelem
/com
/com
/com
/com
/com
/com esel,type, nelem
/com
/com LINE C next strip z = 102 to 306 Lines 6 to 7 Select all nodes in pad only 2
select strip x direction z = 102 to 306
/com nselr,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
/com
/com
/com next strip z = 306 to 510 Lines 7 to 8 Select all nodes in pad only
/com esel,type, 2 nelem
/com
/com select strip x direction z = 306 to 510
/com nsel,r,locz,305.9, 510.1 enode, 1
/ com
/com
ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 770 771 772 773 774 775 776 Sheet 16 of 91 I!.;
/com
/com internal forces at x = 0.0 LINE C
/com nsel,rloc,x,-0.1,0.1 spoint,,0.0,-48.0,408.0 fsum nelem
/com
/com next strip z = 510 to 630 Lines 8 to 10
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 510 to 630
/com nsel,r,loc,z,509.9,630.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nselr,loc,x,-0.1,0.1 spoint,,0.0,-48.0,570.0 fsum eall nall
/com
/com *********************************************************
/com LOAD CASE 7 lcfile,7 icase,7
/COM
/COM SECTION ThE ?AD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select ýtrir 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 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 17 of 91 777 778 779 780 781 782 783 784 785 786 787 788 789 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810 811 812 813 814 815 816 817 818 819 820 821 822 823 824 825 826 827 828 829 830 831 832 833
/ corn
/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 nselr,loc,z,-0.1,0.1 spoint,,306,-48.0,0.0 fsum
/com
/comr
/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 ti
/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 o 6
Sheet 18 of 91 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006
/com esel,type,2 nelem
/com
/com select strip x direction z = 306 to 510
/com nsel,r,loc,z,305.9,510.1 enode,1
/com
/com internal forces at x = 0.0 834 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890
/com
/com
/com
/com
/com esel,type, nelem
/com
/com LINE C next strip z = 510 to 630 Lines 8 to 10 Select all nodes in pad only 2
select strip x direction z = 510 to 630
/com
- nselr, loc,z,509.9,630.1 enode,1
/com
/com
/com internal forces at x = 0.0 LINE C nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,570.0 fsum eall nall
/com
/comr
/com LOAD CASE 8 *********************
lcfile,8 lcase, 8
/COM
/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIP
/ com
/com
/com S
Select all nodes in pad only eseltype,2 nelem
/com
/com
/com select strip Z direction x = 0 to 204 Lines C to D nselr,loc,x,-0.1,204.1 enode, l
/ com
/com internal forces at Z = 0.0 LINE 5 1/2
/ com nsel,r,loc,z,-0.1,0.1
/com nselr,loc,x,-0.1,0.1 spoint,,0.0,-48.0,408.0 fsum nelem
/com
Sheet 19 of 91 ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 891 892 893 894 895 896 897 898 899 900 901 902 903 904 905 906 907 908 909 910 911 912 913 914 915 916 917 918 919 920 921 922 923 924 925 926 927 928 929 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 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
/com
/com select strip Z direction
/com nselr,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
/comr
/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
- nselr, loc,z,-0.1,102.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com
- nselr, 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,l
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1
i:ll SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 948 949 950 951 952 953 954 955 956 957 958 959 960 961 962 963 964 965 966 967 968 969 970 971 972 973 974 975 976 977 978 979 980 981 982 983 984 985 986 987 988 989 990 991 992 993 994 995 996 997 998 999 1000 1001 1002 1003 1004 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
/com esel,type,2 nelem
/com
/com select strip x direction z = 306 to 510
/com nsel,r,loc, z, 305.9,510.1 enode,l
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,408.0 fsum nelem
/com
/com next strip z = 510 to 630 Lines 8 to 10
/com
/com
/com Select all nodes in pad only
/com esel,type, 2 nelem
/com
/com select strip x direction z = 510 to 630
/com nsel,r,loc,z,509.9, 630.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r, loc, x, -0.1,0.1 spoint,,0.0,-48.0,570.0 fsum eall nall Icom
/com*
/com LOAD CASE 9 ************************
lcfile,9 lcase,9
/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 Sheet 20 of 91
ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 21 of 91 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056 1057 1058 1059 1060 1061
/com select strip Z direction x = 0 to 204 Lines C to D
/com nselr,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
/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
/com *********************************************************
/comr
/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,rloc,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
Sheet 22 of 91
.ENERCON E]* *SERVICES, INC" Appendix FPad-TH to Calculation PGE-009-CALC-006
/com select strip x direction z = 102 to 306
/com nsel,rloc,z,101.9,306.1 enode, 1
/com
/com internal forces at x = 0.0
/com nsel, r, loc,x, -0.1,0.1 spoint,,0.0,-48.0,204.0 fsum 1062 1063 1064 1065 1066 1067 1068 1069 1070 1071 1072 1073 1074 1075 1076 1077 1078 1079 1080 1081 1082 1083 1084 1085 1086 1087 1088 1089 1090 1091 1092 1093 1094 1095 1096 1097 1098 1099 1100 1101 1102 1103 1104 1105 1106 1107 1108 1109 1110 1iii 1112 1113 1114 1115 1116 1117 1118 LINE C next strip z = 306 to 510 Lines 7 to 8 Select all nodes in pad only
,2 select strip x direction z = 306 to 510
/com nsel,r,loc,z,305.9,510.1 enode, 1
/com
/com
/com internal forces at x = 0.0 LINE C nselr,loc,x,-0.1,0.1 "spoint,,0.0,-48.0,408.0 fsum nelem
/com
/com next strip z = 510 to 630 Lines 8 to 10
/com
/com
/com
/ com esel,type, nelem
/com
/com
/com Select all nodes in pad only 2
select strip x direction z = 510 to 630 nsel,r,loc,z,509.9,630.1 enode,l
/com
/com internal forces at x = 0.0
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,570.0 fsum LINE C eall nall
/com
/com **********************************************************
/com LOAD CASE 10 ***********************
lcfile, 10 icase, 10 nelem
/com
/com
/com
/com
/com
/com esel, type, nelem
/com
/com
Sheet 23 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006
/COM
/COM
/com
/com
/com esel,type, nelem
/com
/com
/com SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS Select all nodes in pad only 2
select strip Z direction x = 0 to 204 Lines C to D 1119 1120 1121 1122 1123 1124 1125 1126 1127 1128 1129 1130 1131 1132 1133 1134 1135 1136 1137 1138 1139 1140 1141 1142 1143 1144 1145 1146 1147 1148 1149 1150 1151 1152 1153 1154 1155 1156 1157 1158 1159 1160 1161 1162 1163 1164 1165 1166 1167 1168 1169 1170 1171 1172 1173 1174 1175
/com
/com
/com
/com esel,type, nelem
/com
/com LINE 5 1/2 next strip x = 204 to 408 Lines D to E Select all nodes in pad only 2
select strip Z direction
/com nsel,r,loc,x,203.9,408.1 enode,1
/com
/com
/com internal forces at Z = 0.0 LINE 5 1/2 nsel,r, loc, z, -0.,0.1 spoint,,306,-48.0,0.0 fsum
/com **********************************************************
/comr
/com
/COM
/COM
/com
/ com SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only esel,type, 2 nelem
/com
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6 nsel,r,loc,z,-0.1,102.1 enode,1
/com
/com internal forces at x = 0.0
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 fsum nelem
/com LINE C 0
nsel,r,loc,x,-0.1,204.1 enode,1
/com
/com internal forces at Z = 0.0
/com nsel,r,loc,z,-0.1,0.1 spoint,,102,-48.0,0.0 f 'sum
Sheet 24 of 91 NERCON SERVCESINC Appendix FPad-TH to Calculation PGE-009-CALC-006
/com
/com
/com
/com
/ com esel,type, nelem
/com
/com next strip z = 102 to 306 Lines 6 to 7 Select all nodes in pad only 2
select strip x direction z = 102 to 306 1176 1177 1178 1179 1180 1181 1182 1183 1184 1185 1186 1187 1188 1189 1190 1191 1192 1193 1194 1195 1196 1197 1198 1199 1200 1201 1202 1203 1204 1205 1206 1207 1208 1209 1210 1211 1212 1213 1214 1215 1216 1217 1218 1219 1220 1221 1222 1223 1224 1225 1226 1227 1228 1229 1230 1231 1232
/com
/com
/com
/com
/com esel,type, nelem
/com
/ com s at x = 0.0 LINE C next strip z = 306 to 510 Lines 7 to 8 Select all nodes in pad only 2
select strip x direction z = 306 to 510
/com nselr,loc,z,305.9,510.1 enode,l
/com
/com internal forces at x = 0.0
/com
- nselr, loc,x,-0.1,0.1 spoint,,0.0,-48.0,408.0 fsum nelem
/com
/com
/com
/com
/ com LINE C next strip z = 510 to 630 Lines 8 to 10 Select all nodes in pad only
/ com esel,type,2 nelem
/com
/com select strip x direction z = 510 to 630
/com nsel,r,loc,z,509.9,630.1 enode, l
/com
/ com internal forces at x = 0.0
/ com nselr,loc,x,-0.1,0.1 spoint,,0.0,-48.0,570.0 LINE C
/ com nsel,r, loc,z,101.9,306.1 enode,l
/com
/com internal force*
/com nsel,r,locx,-0.1,0.1 spoint,,0.0,-48.0,204.0 fsum nelem
/com
Sheet 25 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 f sum eall nall
/com
/ corn
/com LOAD CASE 11**
lcfile,ll icase,11
/COM
/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIP*
1233 1234 1235 1236 1237 1238 1239 1240 1241 1242 1243 1244 1245 1246 1247 1248 1249 1250 1251 1252 1253 1254 1255 1256 1257 1258 1259 1260 1261 1262 1263 1264 1265 1266 1267 1268 1269 1270 1271 1272 1273 1274 1275 1276 1277 1278 1279 1280 1281 1282 1283 1284 1285 1286 1287 1288 1289 S
Select all nodes in pad only 2
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 nsel,r,loc,z,-0.1,0.1 spoint,,102,-48.0,0.0 fsum LINE 5 1/2 next strip x = 204 to 408 Lines D to E Select all nodes in pad only esel,type, 2 nelem
/com
/com select strip Z direction
/com nselr,loc,x,203.9,408.1 enode,l
/com
/com internal forces at Z = 0.0
/com nselr,loc,z,-0.1,0.1 spoint,,306,-48.0,0.0 fsum LINE 5 1/2
/corn **********************************************************
tcorn **********************************************************
/com
/COM SECTION THE P
/COM
/com Select all no
/com esel,type,2 nelem
/com
/com select strip
/com nsel,r,loc,z,-0.1,102.1 enode,1 AD IN TO 4 EAST-WEST X-DIRECTION STRIPS des in pad only x direction z = 0.0 to 102 Lines 5 1/2 to 6
/ com
/com
/com esel,type, nelem
/ com
/com
/com
/com
/com
/com
ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 1290 1291 1292 1293 1294 1295 1296 1297 1298 1299 1300 1301 1302 1303 1304 1305 1306 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333 1334 1335 1336 1337 1338 1339 1340 1341 1342 1343 1344 1345 1346
/com
/com internal force,
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 fsum nelem
/com
/com next strip z =
/com
/com
/com Select all nod4
/com esel,type,2 nelem
/com
/com select strip x
/com nsel,r,loc,z,101.9,306.1 enode,1
/com
/com internal force*
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,204.0 fsum nelem
/com
/com next strip z =
/com
/com
/com Select all nodE
/com esel,type,2 nelem
/com
/com select strip x
/com nsel,r,loc, z,305.9, 510.1 enode,1
/com
/com internal force*
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,408.0 fsum nelem
/com
/com next strip z =
/com
/com
/com Select all nodE
/com eseltype,2 nelem
/com
/com select strip x es in pad only direction z = 306 to 510 s at x = 0.0 LINE C 510 to 630 Lines 8 to 10 es in pad only direction z = 510 to 630 Sheet 26 of 91 s at x = 0.0 LINE C 102 to 306 Lines 6 to 7 es in pad only direction z = 102 to 306 s at x = 0.0 LINE C 306 to 510 Lines 7 to 8
1347 1348 1349 1350 1351 1352 ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006
/corn nsel~r,loc,z,509.9,630.1 enode, 1
/com
/com
/com internal forces at x = 0.0 LINE C 1353 nsel,r,locx,-0.1,0.1 1354 spoint,,0.0,-48.0,570.0 1355 fsum 1356 eall 1357 nall 1358
/com 1359
/com **********************************************************
1360
/com 1361 fini 1362
/exit,nosave 1363 1364 1365 1366 1367 RUN SETUP PROCEDURE FROM FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start6l.ans
/INPUT FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start61.ans LINE=
This routine processes load results data for the evaluation of pad internal forces and moments CURRENT JOBNAME REDEFINED AS Pad-Th RESUME ANSYS DATA FROM FILE NAME=Pad-Th.db
- ANSYS GLOBAL STATUS ***
TITLE = DELTA T 6.125 TO 7.875 DAYS ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
10212 NODES CURRENTLY SELECTED.
166 KEYPOINTS CURRENTLY SELECTED.
339 LINES CURRENTLY SELECTED.
2 AREAS CURRENTLY SELECTED.
48 VOLUMES CURRENTLY SELECTED.
22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER ACTIVE COORDINATE SYSTEM 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 =
=
12
=
1
=
0
=
367
=
4657 (CARTESIAN)
Sheet 27 of 91 0
9341 10212 166 339 224 48
Sheet 28 of 91 ENERCON
- .A..SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 CURRENT LOAD CASE =
LOAD SET
=
II SUBSTEP
=
1 TIME/FREQ
=
11.000 INITIAL JOBNAME = PAD-TH CURRENT JOBNAME = Pad-Th 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 00245050 VERSION=INTEL NT 12 RELEASE 6.1 7:41:30 JUN 10, 2002 CP=
DELTA T 6.125 TO 7.875 DAYS ANSYS RESULTS INTERPRETATION (POSTI)
WARNING ***
CP=
0.671 TIME= 17:41:30 The current solution may have been produced using different model or boundary condition data than is currently stored.
POSTI results may be erroneous unless you perform a new solution using the stored data.
NOTE ***
CP=
0.671 TIME= 17:41:30 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.
LOAD CASE 1
- LOAD CASE 1 IS LOAD STEP 1
SUBSTEP FILE= Pad-Th.101 PAD RESPONSE AT END OF 0.25 DAYS 1
COMPLEX=
0 COPY LOAD CASE 1 FROM FILE TO DATABASE SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS Select all nodes in pad only 0 OF 0
0.671
- *l*ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 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 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 RESELECT FOR ITEM=LOC COMPONENT=Z KABS=
- 0.
TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED)
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000 SUMMATION OF TOTAL FORCES AND FX
=
685.3717 FY
=
-18754.77 FZ
=
-2078832.
MX
=
-1793625.
MY
=
-853710.9 MZ
=
-55366.15 SUMMATION POINT=
102.00
-48.000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only BETWEEN-0.10000 AND Sheet 29 of 91 204.10 0.10000 SELECTED BY NSEL COMMAND.
-48.0000 0.00000 MOMENTS IN GLOBAL COORDINATES 0.0000 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 SELECT 1020 1296 internal
NERCON h~l :dilSERVCESINC.Appendix FPad-TH to Calculation PGE-009-CALC-006 RESELECT KABS=
1296 SELECT 1020 1296 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.
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 KABS=
- 0.
TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUM4MATION LOCATION=
306.000
-48.0000 0.00000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
1360.950 FY
=
-22048.08 FZ
=
-1982198.
MX
=
1003623.
MY
=
-1957071.
MZ
=
-210021.9 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 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 FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.102200E-05 528 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
102.10 Sheet 30 of 91
Sheet 31 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
360 ELEMENTS (OF 8812 DEFINED) SELECTED FROM 528 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-08 48 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 51.0000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-905053.1 FY
=
-4617.376 FZ
=
175.4800 MX
=
11121.45 MY
=
28390.36 MZ
=
109421.3 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 NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 0.10000 ES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FRO-2 TO 2 BY 1
1870 ELEMENTS (OF 8612 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAV:1NG A.' ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY lNELE COMMAND.
select strip x direction z = 102 to 306 RESELECT KABS=
924 SELECT 720 FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 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 306.10
ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 924 SELECTED NODES BY ENOD COMMAND.
internal 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
=
-1781997.
FY
=
-10354.25 FZ
=
-141.0585 MX
=
82217.06 MY
=
841364.6 MZ
=
-502375.4 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 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 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 306 to 510 RESELECT KABS=
924 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND 510.10
- 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 Sheet 32 of 91 0.10000
Sheet 33 of 91 ENERCON II0 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 408.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-1728982.
FY
=
-12856.76 FZ
=
-5521.750 MX
=
26444.79 MY
=
938093.9 MZ
=
-2079998.
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 0.10000 ES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 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 FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND KABS=
- 0.
TOLERANCE= 0.120200E-05 396 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
240 ELEMENTS (OF 8812 DEFINED) SELECTED FROM 396 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X 630.10 BETWEEN- 0.100 00 AND 0.10000
Sheet 34 of 91 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 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
=
-987290.4 FY
=
-6861.447 FZ
=
-3867.426 MX
=
-44663.73 MY
=
557030.9 MZ
=
-2053499.
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.
LOAD CASE 2
- LOAD CASE 2 IS LOAD STEP 2
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.102 PAD RESPONSE AT END OF 0.50 DAYS COPY LOAD CASE 2 FROM FILE TO DATABASE 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 KABS=
1296 SELECT 1020 1296 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.
204.10
ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 internal forces at Z = 0.0 LINE 5 1/2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 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
=
390.7760 FY
=
-18871.17 FZ
=
-3128490.
MX
=
0.4580134E+08 MY
=
-841518.0 MZ
=
-56356.21 SUMMATION POINT=
102.00
-48.000 0.0000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only ES *****
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 SELECT 1020 1296 internal RESELECT KABS=
72 NODE FOR FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND 408.10
- 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 FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 0.10000
- 0.
TOLERANCE= 0.200000E-08 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
MOMENT SUMMATION=
0 Sheet 35 of 91 0.10000
SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 36 of 91 MOMENT SUMMATION LOCATION=
306.000
-48.0000 0.00000 SUMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
731.6981 FY
=
-21931.68 FZ
=
-3005009.
MX
=
0.4706083E+08 MY
=
-4346383.
MZ
=
-203930.3 SUMMATION POINT=
306.00
-48.000 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 SELECT 360 528 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.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8E12 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LNE C RESELECT FOR ITEM=LOC cO:PONENT=X BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-08 48 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 51.0000 SUMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-1403379.
FY
=
-4698.368 FZ
=
85.16877 MX
=
11595.81 0.10000 ES *****
Sheet 37 of 91 r
- 3ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 MY
=
28039.29 MZ
-0.2336882E+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 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 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
=
-2780583.
FY
=
-10514.51 FZ
=
-898.7203 MX
=
88006.16 MY
=
788154.5 MZ
= -0.4745424E+08 0.10000 ES
Sheet 38 of 91 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 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 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 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 x = 0.0 LINE C 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
=
-2732894.
FY
=
-13007.33 FZ
=
-7274.508 MX
=
43815.04 MY
=
887889.5 MZ
-0.4895788E+08 SUMNATION POINT
0.0000
-48.000 408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
00 ANl 510.10 0.10000 COMMAND.
408.000 COORDINATES
Sheet 39 of 91 EEN ERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 924 NODES (OF 10212 DEFINED)
SELECTED FROM 720 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 SELECT 240 396 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND
- 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 KABS=
- 0.
TOLERANCE= 0.200000E-08 36 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUIMATION LOCATION=
0.00000
-48.0000 570.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-1557871.
FY
=
-6469.623 FZ
=
-5070.177 MX
=
-33749.52 MY
=
1846569.
MZ
-0.2840759E+08 SUMMATION POINT
0.0000
-48.000 570.00 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMA 10212 NODES (OF 10212 DEFINED)
SELECTED BY NALL COMMAND.
630.10 0.10000 ES *****
ND.
)
__m
Sheet 40 of 91 ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006
- e *****
- W**W**W******
W*** ***W **
- W **
- W **
LOAD CASE 3 ************************
LOAD CASE 3 IS LOAD STEP 3
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.103 PAD RESPONSE AT END OF 0.625 DAYS COPY LOAD CASE 3 FROM FILE TO DATABASE 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 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 FOR ITEM=LOC COMPONENT=Z KABS=
- 0.
TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED)
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000 SUMMATION OF TOTAL FORCES AND FX
=
158.7429 FY
=
-18977.20 FZ
=
-3537558.
MX
=
0.6262547E+08 MY
=
-820888.8 MZ
=
-54365.53 SUMMATION POINT=
102.00
-48.000 BETWEEN-0.10000 AND 0.10000 SELECTED BY NSEL COMMAND.
-48.0000 0.00000 MOMENTS IN GLOBAL COORDINATES
- 0.0000
Sheet 41 of 91
- 4ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 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 SELECT 1020 1296 internal FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 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 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-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 FOPCES AND MOMENTS IN GLOBAL COORDINAT FX
=
276.0155 FY
=
-21825.65 FZ
=
-3405193.
MX
=
0.6325457E+08 MY
=
-5260976.
MZ
=
-191896.0 SUMMATION POINT=
306.00
-4A.000 0.0000 408.10 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 BY1
Sheet 42 of 91
[:*
ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 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= 0.102200E-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= 0.200000E-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
=
-1587648.
FY
=
-4785.072 FZ
=
12.11722 MX
=
11108.36 MY
=
27252.13 MZ
-0.3179842E+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 NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 00 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.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
Sheet 43 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 102 to 306 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
=
-3151194.
FY
=
-10677.98 FZ
=
-1517.810 MX
=
84311.30 MY
=
727314.9 MZ
-0.6428689E+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 FOE 1870 SELECT 2376 1870 Z LABEL= TYPE FROM 2 TO 2 BY ELEMENTS (OF 8812 DEFINED)
SELECTED BY E
ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
NODES (OF 10212 DEFINED)
SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.
1 SEL COMMAND.
- SERVICES, SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 select strip x direction z = 306 to 510 RESELECT KABS=
924 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND 510.10
- 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 408.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-3109534.
FY
=
-13119.31 FZ
=
-8627.524 MX
=
37107.79 MY
=
803540.0 MZ
-0.6568244E+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 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 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 510 to 630 Sheet 44 of 91
__m
Sheet 45 of 91 SENERCON j*..j*
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 0
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
=
-1773660.
FY
=
-6107.478 FZ
=
-5859.209 MX
=
-40359.07 MY
=
2364694.
MZ
-0.3772636E+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.
LOAD CASE 4 LOAD CASE 4 IS LOAD STEP 4
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.104 PAD RESPONSE AT END OF 1.125 DAYS
'.10000 COPY LOAD CASE 4 FROM FILE TO DATABASE 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.
ENERCONSEVC, SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 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 RESELECT FOR ITEM=LOC COMPONENT=Z KABS=
- 0.
TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED)
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000 SUMMATION OF TOTAL FORCES AND FX
=
-243.4155 FY
=
-19110.97 FZ
=
-4816988.
MX
=
0.1212889E+09 MY
=
-821991.1 MZ
=
-60377.64 SUMMATION POINT=
102.00
-48.000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only BETWEEN-0.10000 AND Sheet 46 of 91 204.10 0.10000 SELECTED BY NSEL COMMAND.
-48.0000 0.00000 MOMENTS IN GLOBAL COORDINATES 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 881:
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 FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND KABS=
- 0.
TOLERANCE= 0.204200E-05 1296 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
RESELECT KABS=
1296 SELECT 1020 1296 internal 408.10
Sheet 47 of 91 I~l *l ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 KABS=
- 0.
TOLERANCE= 0.200000E-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
=
-647.9639 FY
=
-21691.88 FZ
=
-4648875.
MX
=
0.1198743E+09 MY
=
-8277268.
MZ
=
-196093.2 SUMMATION POINT=
306.00
-48.000 0.0000
- WWWW*WWWWWW**
- W*************
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 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 SELECT 360 528 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.
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
Sheet 48 of 91 L 4Zi ENERCON t,, M SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 ANE KABS=
- 0.
TOLERANCE= 0.200000E-08 48 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 51.0000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-2189505.
FY
=
-4856.138 FZ
=
-108.9613 MX
=
13205.23 MY
=
27606.09 MZ
-0.6020248E+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 NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 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 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 102 to 306 RESELECT KABS=
924 SELECT 720 924 internal RESELECT 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 FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000
S ENERCON m*
- SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 49 of 91 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 COORDINATES *****
FX
=
-4356669.
FY
=
-10831.82 FZ
=
-2534.224 MX
=
105772.7 MY
=
683842.3 MZ
-0.1211255E+09 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 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 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND 510.10
- 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 0.10000 KABS
- 0.
TOLERANCE= 0.200000E-08 84 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ENERCON SSERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 50 of 91 NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 408.000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
-4319608.
FY
=
-13319.43 FZ
=
-11079.25 MX
=
93364.33 MY
=
791920.5 MZ
-0.1225239E+09 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 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 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 0.10000 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
Sheet 51 of 91 ENERCON 0
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
= -2460584.
FY
= -5682.452 FZ
= -7727.707 MX = -512.6936 MY
=
3977731.
MZ
-0.6968491E+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.
LOAD CASE 5
- LOAD CASE 5 IS LOAD STEP 5
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.105 PAD RESPONSE AT END OF 1.625 DAYS COPY LOAD CASE 5 FROM FILE TO DATABASE 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 DEF:NED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction x
= 0 to 204 Lines C to D 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 FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 ANT 204.10
)
0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 RESELECT KABS=
1296 SELECT 1020 1296 internal RESELECT
Sheet 52 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 COORDINATES FX
=
-524.9083 FY
=
-19733.65 FZ
=
-5390017.
MX
=
0.1507829E+09 MY
=
-818964.5 MZ
=
-64473.81 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 RESELECT KABS=
1296 SELECT 1020 1296 internal FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 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 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-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 COORDINAI FX
=
-1179.093 FY
=
-22181.06 FZ
=
-5205515.
408.10 0.10000
'ES *****
SENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 MX
=
0.1481727E+09 MY
=
-9671510.
MZ
=
-200714.6 SUMMATION POINT=
306.00
-48.000 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 SELECT 360 528 internal FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND
- 0.
TOLERANCE= 0.102200E-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= 0.200000E-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
=
-2463210.
FY
=
-7702.383 FZ
=
-196.8429 MX
=
14463.50 MY
=
25297.45 MZ
-0.7428222E+08 SUMMATION POINT
0.0000
-48.000 51.000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
00 AND 0.10000 COMMAND.
51.0000 COORDINATES Sheet 53 of 91 102.10
Sheet 54 of 91 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 528 NODES (OF 10212 DEFINED)
SELECTED FROM 360 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 KABS=
924 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 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 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
=
-4907754.
FY
=
-15931.57 FZ
=
-3434.829 MX
=
47920.80 MY
=
594391.8 MZ
-0.1491346E+09 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.
306.10 0.10000 ES *****
Sheet 55 of 91 SENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND 510.10
- 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 408.000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-4877105.
FY
=
-14180.13 FZ
=
-12505.96 MX
=
105434.2 MY
=
726579.0 MZ
-0.1500323E+09 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 0.10000 ES *****
Sheet 56 of 91 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 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 0
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 FOPCES AND MOMENTS IN GLOBAL COORDINATES FX
=
-2777689.
FY
=
-5870.821 FZ
=
-8738.550 MX
=
37730.17 MY
=
4673086.
MZ
-0.8517045E+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.
LOAD CASE 6 LOAD CASE 6 IS LOAD STEP 6
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.106 PAD RESPONSE AT END OF 2.125 DAYS
.10000 A
Sheet 57 of 91 ENERCON 1
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 COPY LOAD CASE 6 FROM FILE TO DATABASE 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 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 FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 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 COORDINAJ FX
=
-1365.336 FY
=
-24521.52 FZ
=
-5574946.
MX
=
0.1629743E+09 MY
=
-799342.7 MZ
=
186253.6 SUMMATION POINT=
102.00
-48.000 0.0000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only 0.10000 FES *****
ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
Sheet 58 of 91 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 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 SELECT 1020 1296 internal FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 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 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-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
=
-1715.559 FY
=
-22923.92 FZ
=
-5388926.
MX
=
0.1591296E+09 MY
= -0.1008126E+08 MZ
=
-179334.2 SUMMATION POINT=
306.00
-48.000 0.0000 408.10 0.10000 ES *****
SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only
- LABEL=
TYPE FROM 2 TO 2 BY ELEMENTS (OF 8812 DEFINED) SELECTED BY E
ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
NODES (OF 10212 DEFINED)
SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.
1 SEL COMMAND.
ESEL FOR 1870 SELECT 2376 1870
)
ENERCON l
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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
- 0.
TOLERANCE= 0.102200E-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= 0.200000E-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
=
-2552628.
FY
=
-13914.58 FZ
=
-742.3441 MX
=
-72632.22 MY
=
52230.06 MZ
-0.7997465E+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 NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 00 AND 0.10000 COMMAND.
51.0000 COORDINATES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY El 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 1
SEL COMMAND.
Sheet 59 of 91 102.10
Sheet 60 of 91 NERCON INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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-0.1U0 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
=
-5092094.
FY
=
-17642.57 FZ
=
-4456.925 MX
=
-54690.57 MY
=
402356.4 MZ
-0.1593288E+09 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 00 AND 0.10000 COMMAND.
204.000 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 = 306 to 510 RESELECT FOR ITEM=LOC COMPONENT=Z KABS=
- 0.
TOLERANCE= 0.204200E-05 BETWEEN 305.90 AND 510.10 RESELECT KABS=
924 SELECT 720 924 internal
Sheet 61 of 91 SEERCON IF*.
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 924 SELECT 720 924 internal 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 408.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-5070757.
FY
=
-14698.57 FZ
=
-13491.10 MX
=
122043.3 MY
=
631561.0 MZ
-0.1598777E+09 SLUMIMATION 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 0.10000 ES'*****
Select all nodes in pad only ESEL FOR LABEL= TYPE FRO:-:
2 TO 2 BY 1
1870 ELEMENTS (OF 6F12 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING A:N 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 FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND 630.10 KABS=
- 0.
TOLERANCE= 0.120200E-05 396 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
Sheet 62 of 91 S'j ENERCON A-*.a.i SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 SELECT 240 396 internal 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 U
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
=
-2889199.
FY
=
-6067.974 FZ
=
-9364.608 MX
=
61775.19 MY
=
4832610.
MZ
-0.9073219E+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.
LOAD CASE 7 LOAD CASE 7 IS LOAD STEP 7
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.107 PAD RESPONSE AT END OF 2.375 DAYS
.10000 COPY LOAD CASE 7 FROM FILE TO DATABASE 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 S.........
^^
r*'
ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 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 1/2 204.10 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.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000
-48.0000 0.00000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
-1922.139 FY
=
-28239.31 FZ
=
-5581821.
MX
=
0.1664374E+09 MY
=
-768166.7 MZ
=
336533.5 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 RESELECT KABS=
1296 SELECT 1020 1296 FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND 408.10
- 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.
Sheet 63 of 91
SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 internal forces at Z = 0.0 LINE 5 1/2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 ANE KABS=
- 0.
TOLERANCE= 0.200000E-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
=
-2061.708 FY
=
-23676.65 FZ
=
-5399212.
MX
=
0.1617746E+09 MY
= -0.1010200E+08 MZ
=
-151830.3 SUMMATION POINT=
306.00
-48.000 0.0000 Sheet 64 of 91 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 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 SELECT 360 528 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.
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 0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 48 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
Sheet 65 of 91 SEERCoN II,**
- SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 51.0000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
-2559557.
FY
=
-17981.62 FZ
=
-1014.844 MX
=
-109311.3 MY
=
58254.54 MZ
-0.8157406E+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 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 FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 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 x = 0.0 LINE C 306.10 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000 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 RESELECT KABS=
924 SELECT 720 924 internal
Sheet 66 of 91 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
-5110869.
FY
=
-19556.80 FZ
=
-5262.470 MX
=
-177958.0 MY
=
229042.4 MZ
-0.1615784E+09 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 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 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COXPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED)
SELECTED FROM SELECTED NODES BY E.OD COMMAND.
forces at x = 0.0 L:NE C 510.10 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.1000U 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 408.000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
-5098245.
U0
Sheet 67 of 91
~ENERCON eSERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 FY
=
-15195.62 FZ
=
-14026.35 MX
=
115491.5 MY
=
534784.8 MZ
-0.1617183E+09 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 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 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 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 COORDINAT FX
=
-2906518.
FY
=
-6279.599 FZ
=
-9607.234 MX
=
68252.63 0.10000 ES *****
Sheet 68 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 MY
=
4813275.
MZ
-0.9175070E+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.
LOAD CASE 8 ************************
LOAD CASE 8 IS LOAD STEP 8
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.108 PAD RESPONSE AT END OF 3.125 DAYS COPY LOAD CASE 8 FROM FILE TO DATABASE 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 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 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.1UUU0 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 204.10 0.10000
)
"Sheet 69 of 91 ENERCON 0
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
-2910.421 FY
=
-35574.50 FZ
=
-5456216.
MX
=
0.1638880E+09 MY
=
-781232.9 MZ
=
771666.5 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 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 SELECT 1020 1296 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.
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 KABS=
- 0.
TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED)
SELECTED BY NSEL NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-48.0000 0
SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL C FX
=
-2470.590 FY
=
-24446.26 FZ
=
-5281066.
MX
=
0.1583079E+09 MY
=
-9688629.
MZ
=
-124623.9 SUMMATION POINT=
306.00
-48.000 0.0000 AND 0.10000 COMMAND.
.00000 OORDINATES
Sheet 70 of 91
.[*
ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.102200E-05 528 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
360 ELEMENTS (OF 8812 DEFINED)
SELECTED FROM 528 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C 102.10 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100 KABS=
- 0.
TOLERANCE= 0.200000E-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
=
-2498078.
FY
=
-24933.85 FZ
=
-1684.471 MX
=
-258755.0 MY
=
113263.9 MZ
-0.8009187E+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 NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 00 AND 0.10000 COMMAND.
51.0000 COORDINATES *****
Sheet 71 of 91 L*
ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 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 KABS=
924 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 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 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
=
-4993234.
FY
=
-21117.69 FZ
=
-6137.529 MX
=
-278572.7 MY
=
34683.97 MZ
-0.1572836E+09 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 8 306.10 0.10000 ES *****
Select all nodes in pad only
Sheet 72 of 91
~ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 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 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 408.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-4990939.
FY
=
-15671.72 FZ
=
-14777.20 MX
=
116584.3 MY
=
389433.9 MZ
-0.1570558E+09 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 10 510.10 0.10000 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 BY 1
?ES *****
2 TO
Sheet 73 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 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-0.100UU AND 0
KABS=
- 0.
TOLERANCE= 0.200000E-08 36 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUhMMATION LOCATION=
0.00000
-48.0000 570.000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
-2847986.
FY
=
-6503.806 FZ
=
-9959.531 MX
=
82030.65 MY
=
4494464.
MZ
-0.8915363E+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.
LOAD CASE 9 LOAD CASE 9 IS LOAD STEP 9
SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.109 PAD RESPONSE AT END OF 4.125 DAYS
.10000 COPY LOAD CASE 9 FROM FILE TO DATABASE SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS S.............. ^
Sheet 74 of 91 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY E:
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 1
SEL COMMAND.
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 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 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
=
-3883.385 FY
=
-44127.84 FZ
=
-4973948.
MX
=
0.1442318E+09 MY
=
-806688.9 MZ
=
1309411.
SUMMATION POINT=
102.00
-48.000 0.0000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only 204.10 0.10000 ES *****
LABEL= TYPE FROM 2 TO 2 BY ELEMENTS (OF 8812 DEFINED)
SELECTED BY E
ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
NODES (OF 10212 DEFINED)
SELECTED FROM 1
SEL COMMAND.
ESEL FOR 1870 SELECT 2376
Sheet 75 of 91 ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction RESELECT KABS=
1296 SELECT 1020 1296 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.
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 KABS=
- 0.
TOLERANCE= 0.200000E-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
=
-2649.543 FY
=
-25231.33 FZ
=
-4816150.
MX
=
0.1382323E+09 MY
=
-8451668.
MZ
=
-89345.15 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 1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY E:
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 1
SEL COMMAND.
RESELECT FOR ITEM=LOC COMPONENT=Z KABS=
- 0.
TOLERANCE= 0.102200E-05 BETWEEN-0.10000 AND 102.10
Sheet 76 of 91 E*ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 528 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
360 ELEMENTS (OF 8812 DEFINED)
SELECTED FROM 528 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-08 48 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 51.0000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-2266808.
FY
=
-32974.67 FZ
=
-2406.895 MX
=
-446786.2 MY
=
176996.0 MZ
-0.7053661E+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 NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 I
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 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 102 to 306 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN KABS=
- 0.
TOLERANCE= 0.204200E-05 924 NODES (OF 10212 DEFINED)
SELECTED BY 101.90 AND 306.10 NSEL COMMAND.
Sheet 77 of 91 S NERCON I*.F*SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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= 0.200000E-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
=
-4535864.
FY
=
-22679.11 FZ
=
-6806.786 MX
=
-392393.5 MY
=
-166999.8 MZ
-0.1367201E+09 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 00 AND 0.10000 COMMAND.
204.000 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 = 306 to 510 RESELECT KABS=
924 SELECT 720 FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 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 510.10 SELECT 720 924 internal
Sheet 78 of 91 ENERCON iSERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 924 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 84 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 408.000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
-4544699.
FY
=
-16102.96 FZ
=
-15017.28 MX
=
88315.20 MY
=
198057.0 MZ
-0.1360651E+09 SUIMMATION 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 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 SELECT 240 396 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND
- 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 630.10
Sheet 79 of 91 NERCON
- lM SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0
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
=
-2597018.
FY
=
-6758.765 FZ
=
-9819.837 MX
=
74690.82 MY
=
3723393.
MZ
-0.7730728E+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.
LOAD CASE 10 LOAD CASE 10 IS LOAD STEP 10 SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.110 PAD RESPONSE AT END OF 6.125 DAYS
.10000 COPY LOAD CASE 10 FROM FILE TO DATABASE 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 KABS=
1296 SELECT 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.
204.10
Sheet 80 of 91 ENRCON SSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 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 U.IUUUI 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 COORDINATES
- FX
=
-4773.761 FY
=
-54024.83 FZ
=
-3967223.
MX
=
0.9939197E+08 MY
=
-847573.6 MZ
=
1963902.
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 RESELECT KABS=
1296 SELECT 1020 1296 internal FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 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 U
408.10 RESELECT FOR ITEM=LOC COMPONENT=Z KABS=
- 0.
TOLERANCE= 0.200000E-08 BETWEEN-0.10000 AND 0.10000 U
Sheet 81 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 COORDINATES FX
=
-2455.726 FY
=
-26040.45 FZ
=
-3841025.
MX
=
0.9372266E+08 MY
=
-6018547.
MZ
=
-41127.02 SUMMATION POINT=
306.00
-48.000 0.0000
.WWWW***
- WWWWWW**W*
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 SELECT 360 528 internal FOR ITEM=LOC COMPONENT=Z BETWEEN-U.1UUUU AND
- 0.
TOLERANCE= 0.102200E-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 48 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 51.0000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINA' FX
=
-1787383.
102.10 0.10000
?ES *****
_.m
Sheet 82 of 91
- ' *ENE RCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 FY
=
-42356.65 FZ
=
-3157.765 MX
=
-677514.8 MY
=
249736.0 MZ
-0.4917731E+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 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 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
=
-3581968.
FY
=
-24255.02 FZ
=
-7144.025 MX
=
-528132.8
)
0.10000 FES *****
Sheet 83 of 91
- ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 MY
=
-381041.7 MZ
-0.9238722E+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 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 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 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 30b.5.
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 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 408.000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-3603165.
FY
=
-16464.57 FZ
=
-14426.09 MX
=
12851.45 MY
=
-64807.76 MZ
= -0.9120650E+08 510.10 0.10000
'ES *****
Sheet 84 of 91
- . *iENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 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 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 KABS=
- 0.
TOLERANCE= 0.200000E-08 36 NODES (OF 10212 DEFINED)
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000 SUMMATION OF TOTAL FORCES AND FX
=
-2064483.
FY
=
-7060.544 FZ
=
-8893.246 MX
=
33287.90 MY
=
2285622.
MZ
-0.5192266E+08 SUMMATION POINT
0.0000
-48.000 8812 ELEMENTS (OF 8812 DEFIN BETWEEN-0.10000 AND 0.10000 SELECTED BY NSEL COMMAND.
-48.0000 570.000 MOMENTS IN GLOBAL COORDINATES *****
570.00 ED)
SELECTED BY EALL COMMAND.
Sheet 85 of 91 E*ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 10212 NODES (OF 10212 DEFINED)
SELECTED BY NALL COMMAND.
- ********** **LOA CASE*II***************
- LOAD CASE 11 LOAD CASE 11 IS LOAD STEP 11 SUBSTEP 1
COMPLEX=
0 FILE= Pad-Th.111 PAD RESPONSE AT END OF 7.875 DAYS COPY LOAD CASE 11 FROM FILE TO DATABASE 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 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 FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 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
=
-5463.597 FY
=
-61916.31 FZ
=
-3212272.
MX
=
0.6658143E+08 MY
=
-885503.0 0.10000 ES *****
Sheet 86 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 MZ
=
2458799.
SUMMATION POINT=
102.00
-48.000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only 0.0000 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 SELECT 1020 1296 internal FOR ITEM=LOC COMPONENT=X BETWEEN 203.9U 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 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-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
=
-2234.550 FY
=
-26846.54 FZ
=
-3109565.
MX
=
0.6089658E+08 MY
=
-4370990.
MZ
=
9969.583 SUMMATION POINT=
306.00
-48.000 0.0000 SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only 408.10 0.10000 ES *****
Sheet 87 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 SELECT 360 528 internal FOR ITEM=LOC COMPONENT=Z BETWEEN-0.1U0U0 AND
- 0.
TOLERANCE= 0.102200E-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 48 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 51.0000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINA' FX
=
-1434887.
FY
=
-49192.79 FZ
=
-3695.422 MX
=
-836373.7 MY
=
310833.8 MZ
-0.3380566E+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 NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 102.10 0.10000 FES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
Sheet 88 of 91 "nO ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 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 KABS=
924 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 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 x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-U.I1UU0 AN]
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 COORDINAN FX
=
-2881157.
FY
=
-25813.93 FZ
=
-7364.413 MX
=
-663372.1 MY
=
-571238.5 MZ
-0.6018287E+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 8 306.10 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.
Sheet 89 of 91
- ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 306 to 510 RESELECT KABS=
924 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND 510.10
- 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-0.100 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
=
-2912161.
FY
=
-16855.38 FZ
=
-13648.61 MX
=
-66062.55 MY
=
-249754.7 MZ
-0.5843041E+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
- COMMAND.
408.000
- 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.
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 select strip x direction z = 510 to 630 FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND
- 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 630.10 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000 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
=
-1673170.
FY
=
-7335.125 FZ
=
-7938.123 MX
=
-12937.58 MY
=
1361591.
MZ
-0.3327965E+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.
W** ** **
- W*W********
- W**
EXIT THE ANSYS POST1 DATABASE PROCESSOR ROUTINE COMPLETED *****
CP =
EXIT ANSYS WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED=
NUMBER OF ERROR MESSAGES ENCOUNTERED=
7.801 2
0 Sheet 90 of 91 RESELECT KABS=
396 SELECT 240 396 internal
Sheet 91 of 91 ENERCON 0
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 ANSYS RUN COMPLETED I-----------------------------------------------------
Release 6.1 UP20020321 INTEL NT
I Maximum Scratch Memory Used
=
1025420 Words 3.912 MB
I CP Time (sec) =
7.801 Time
=
17:41:38 Elapsed Time (sec)
=
10.000 Date
=
06/10/2002