ML031250503
| ML031250503 | |
| Person / Time | |
|---|---|
| Site: | Diablo Canyon  |
| Issue date: | 03/03/2003 |
| From: | Tumminelli S Enercon Services |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| +sispmjr200505, -RFPFR, DIL-03-003, TAC L23399 PGE-009-CALC-006, Rev 1 | |
| Download: ML031250503 (169) | |
Text
Sheet 1 of 18 ENERCON SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 Originator:
S. C. Tumminelli Date:
September 20, 2002 Revised:
March 3, 2003 Appendix EPad-TH This Appendix presents the ANSYS output file documenting the equilibrium check for the constrained model thermal stress analysis. Contains the ANSYS Input file, followed by manual calculations for expected forces, followed by the ANSYS Output File.
ENERCON SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 Sheet 2 of 18 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,1 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 lcase,2 eall cmsels,bot cmsel,a,symxy cmsel,a,symyz cmsel,a,xedge cmsel,a,zedge fsum
/com
/comr Icom *****
LOAD CASE 3
- lcfile,3 lcase,3 eall cmsel,s,bot cmsel,a,symxy cmsel,a,syrnyz cmsel,a,xedge cmsel,a,zedge fsum
/com
/com
- Sheet 3 of 18 F
ra ENERCON E
- i SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006
/com *****
LOAD CASE 4
- lcfile, 4 icase, 4 eall cmsel,s,bot cmsel,a,symxy cmsel,a,symyz cmsel,a,xedge cmsel,a,zedge fsum
/com
/comr
/com *****
LOAD CASE 5 *****
lcfile,5 lcase,5 eall cmsel,s,bot cmsel,a,symxy cmsel,a,symyz cmsel,a,xedge cmsel,a,zedge fsum
/com
/com ************************
/com *****
LOAD CASE 6
- lcfile,6 lcase,6 eall cmsel,s,bot cmsel,a,synxy cmsel,a,symyz cmsel,a,xedge cmsel,a,zedge fsum
/com
/com ************
/com *****
LOAD CASE 7 *****
lcfile, 7 lcase,7 eall cmsel,s,bot cmsel,a,synxy cmsel,a,symyz cmsel,a,xedge cmsel,a,zedge fsum
/com
/comr
/com *****
LOAD CASE 8
- lcfile, 8 lcase, 8 eall cmsel,s,bot cmsel,a,symxy cmsel,a,symyz cmsel,a,xedge cmsel,a,zedge
Sheet 4 of 18 ENERCON
!zM t SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 f sum
/com
/com ************************
/com *****
LOAD CASE 9
- lcfile,9 lcase,9 eall cmsel,s,bot cmsel,a,symxy cmsel,a,symyz cmsel,a,xedge cmsel,a,zedge fsum
/com
/com *************************
/com *****
LOAD CASE 10
- lcfile,10 1case,10 eall cmsel,s,bot cmsel,a,symxy cmsel,a,symyz cmsel,a,xedge cmsel,a,zedge fsum
/com
/com *
/com *****
LOAD CASE 11
- lcfile,11 lcase,11 eall cmsel,s,bot cmsel,a,symxy cmsel,a,symyz cmsela,xedge cmsel,a,zedge fsum
/com
/com *************************
/com *
/com fini
/output
/exit,nosave
.V4' Sheet 5 of I8 FT b
ENERCON F S 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 = 1,927,800 W = 1,927,800 W = 1,947,078 W = 1,966,356 W = 1,985,634 W = 2,004,912 W = 2,024,190 W = 2,043,468 W = 2,062,746 W = 2,082,024 W = 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 ANSYS Vs 1,927,183 Vs 1,946,455 Vs 1,965,727 Vs 1,984,999 Vs 2,004,270 Vs 2,023,542 Vs 2,042,814 Vs 2,062,086 Vs 2,081,358 Vs 2,100,630 Vs 2,119,901
Sheet 6 of 18 F b ENERCON F1 SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 ANSYS Output File:
ANSYS/Mechanical U W E L C O M E T O T H E A N S Y S P R O G R A M ANSYS 6.1 NOTICES
- I*******************
- 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.
- o*****************
- The Program also contains the following licensed software:
- I*****************
- 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 F
ENERCON SERV ICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 Completing ANISYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= P.AD-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) 1 INTERNAL PARAMETERS)
(INCLUDING 00245050 VERSION=INTEL NT RELEASE= 6.1 CURRENT JOBNAME=PAD-TH 17:37:31 JUN 10, 2002 CP=
1
/com, 2
/com, This routine processes load results c 3
/com, evaluation of eauilibrium.
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 cmselasymxy 26 cmsel,a,symyz 27 cmsel,axedge 28 cmsel,a,zedge 29 fsum 30
/com 31
/com 32
/com *****
LOAD CASE 2 *****
33 lcfile,2 34 lcase,2 UP20020321 0.210 data for the
ENERCON SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 35 eall 36 cmsel,s,bot 37 cmsel,a,symxy 38 cmsela,symyz 39 cmsel,a,xedge 40 cmsela,zedge 41 fsum 42
/com 43
/com ***********************
44
/com *****
LOAD CASE 3
- 45 lcfile,3 46 lcase,3 47 eall 48 cmsel,s,bot 49 cmsela,symxy 50 cmsela,symyz 51 cmsel,a,xedge 52 cmsel,a,zedge 53 fsum 54
/com 55
/com ***********************
56
/com *****
LOAD CASE 4
- 57 lcfile,4 58 lcase,4 59 eall 60 cmsels,bot 61 cmsel,a,symxy 62 cmsela,symyz 63 cmsel,a,xedge 64 cmsel,a,zedge 65 fsum 66 /com 67
/com 68
/com *****
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 fsum 78 /com 79
/com ************************
80
/com *****
LOAD CASE 6
- 81 lcfile,6 82 lcase,6 83 eall 84 cmsels,bot 85 cmsel,a,symxy 86 cmsel,a,symyz 87 cmsel,a,xedge 88 cmsel,a,zedge 89 fsum 90
/com 91
/com
- Sheet 8 of 18
Sheet 9 of t8 F^
ENERCON SERVICES, INC.
Appendbh EPad-TH to Calculation PGE-009-CALC-006 92
/com *****
LOAD CASE 7 93 lcfile,7 94 lcase,7 95 eall 96 cmsels,bot 97 cmsel,a,symxy 98 cmsel,a,symyz 99 cmsel,a,xedge 100 cmsel,a,zedge 101 fsum 102
/com 103
/com **********t*
104
/com *****
LOAD CASE 8 105 lcfile,8 106 lcase,8 107 eall 108 cmsels,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 cmsela,symyz 123 cmsel,axedge 124 cmsel,a,zedge 125 fsum 126
/com 127
/com ************************
128
/com *****
LOAD CASE 10
- 129 lcfile,10 130 lcase,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 lcfile,11 142 icasell 143 eall 144 cmsel,sbot 145 cmsel,a,symxy 146 cmsel,a,symyz 147 cmsel,a,xedge 148 cmsel,a,zedge
a byENERCON r a SER S 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\\start6l.ans LINE=
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 ***
Sheet 10 of 18 0
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
=
11 SUBSTEP
=
1 TIME/FREQ
=
11.000 MAX MAX MAX MAX MAX MAX ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL. NUMBER =
9341 10212 166 339 224 48 12
=
0 (CARTESIAN)
=
367 4657 INITIAL JOBNAME = PAD-TH
F(
ENERCON E a 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=
Sheet 11 of 18 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.
POSTI 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 ***
The force summations will be point is at the origin.
NODE FOR MOMENT SUMMATION=
MOMENT SUMMATION LOCATION=
CP=
0.761 TIME= 17:37:34 in global Cartesian when the summation 0
0.00000 0.00000 0.00000
- L*********
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 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
SELECT COMPONENT BOT ALSO SELECT COMPONENT SYMXY ALSO SELECT COMPONENT SYMYZ
Sheet 12 of 18 3
ENERCON F
_ SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006 1rst:: -
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 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 13 of 18 F - 01ENERCON Wl>
a 3SERVICES, INC.
Appendix EPad-TH to Calculation PGE-009-CALC-006
'A',
~j SELECT COMPONENT BOT ALSO SELECT COMPONENT SYMXY ALSO SELECT COMPONENT SYMYZ ALSO SELECT COMPONENT XEDGE ALSO SELECT COMPONENT ZEDGE
- SUMMATION OF TOTAL 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
- I**********
LOAD CASE 4
- LOAD CASE 4 IS LOAD STEP FILE= Pad-Th.104 PAD RESPONSE AT END OF 1.125 FORCES AND MOMENTS IN GLOBAL COORDINATES *****
0.0000 4 SUBSTEP DAYS
- 0. 0000 1 COMPLEX= 0 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
4a
".Zg !
Fry '
ENERCON rota. 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
Sheet 15 of 18 rt ENERCON 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 1 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 16 of 18 S ENERCON r,. 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 9 SUBSTEP DAYS 0.0000 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 Fr XSENERCON 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 F
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
- I***
LOAD CASE 11
- LOAD CASE 11 IS LOAD STEP FILE= Pad-Th.111 PAD RESPONSE AT END OF 7.875 FORCES AND MOMENTS IN GLOBAL COORDINATES *****
0.0000 11 SUBSTEP DAYS 0.0000 1 COMPLEX= 0 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 XEDGE ALSO SELECT COMPONENT ZEDGE
- SUMMATION OF TOTAL FORCES 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 POSTi DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
- 7. 040
Sheet 18 of 18 F
ENERCON E SA SERVICES, INC.
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 Release 6.1 UP20020321 INTEL NT Maximum Scratch Memory Used
=
1025420 Words 3.912 MB I
l CP Time (sec) =
7.050 Time =
17:37:41 I
Elapsed Time (sec) =
11.000 Date =
06/10/2002 l
Sheet 1 of 13 m
ENERCON SERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 Originator:
S. C. umminelli Date:
September 20, 2002 Revised:
March 3, 2003 Appendix DPad-TH This Appendix presents the ANSYS output file documenting the pad vertical displacements for the constrained model thermal stress analysis.
I
Sheet 2 of 13 F a aENERCON SERVICES, INC.
Appendix DPad-TH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U ll W E L C O M E T O T H E A N S Y S P R O G R A M ll_____________________________________________________________
ANSYS 6.1 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
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
- ~***
ma Sheet 3 of 13 F
ENERCON SERVICES, 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,1 17 LCASE,1 18
/COM 19
/COM 20
/COM VALUES OF Uy 21
/COM 22 NSELS,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 X.
ENERCON ESERVICES, 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 PPNSOLU,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
Sheet 5 of 13 F -
9 ENERCON F; i 3 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 111 PRNSOL,U,Y 112
/COM 113
/COMN 114
/COM LCASE 10 115
/COM 116 LCFILE,10 117 LCASE,10 118
/COM 119
/COMN 120
/COM VALUES OF Uy 121
/COM 122 PRNSOL,U,Y 123
/COM 124
/COMN 125
/COM LCASE 11 126
/COM 127 LCFILE,11 128 LCASE,11 129
/COM 130
/COMN 131
/COM VALUES OF Uy 132
/COM 133 PRNSOL,U,Y 134
/COM 135
/COMN 136
/COMN 137
/COM 138 FINI 139
/EXIT,NOSAVE 140 141 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 DISPLACEMENT DATA SORTED AND PRINTED BY LOAD CASE
Sheet 6 of 13 ENERCON 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
=
11 SUBSTEP
=
1 TIME/FREQ
=
11.000 ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL. NUMBER =
9341 10212 166 339 224 48 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 17:38:50 JUN 10, 2002 CP=
DELTA T 6.125 TO 7.875 DAYS
- ANSYS RESULTS INTERPRETATION (POST1) *****
0.701
- 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 7 of 13 lv'-F" Am ENERCON F4I E
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 20 2 NODES (OF 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=
1.182 PAD RESPONSE AT END OF 0.25 DAYS NODE UY 113 0.82439E-02 133 0.22248E-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 8 of 13 r ~
ENERCON 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=
1.692 PAD RESPONSE AT END OF 0.50 DAYS NODE 113 133 UY 0.347 84 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 1 COMPLEX=
0 COPY LOAD CASE 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=
2.183 PAD RESPONSE AT END OF 0.625 DAYS NODE UY 113 0.49862 133 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 1 COMPLEX= 0 COPY LOAD CASE 4 FROM FILE TO DATABASE
-==
=
VALUES OF Uy
F ENERCON EINC.
Appendix DPad-TH to Calculation PGE-009-CALC-006
^r Sheet 9 of 13 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=
- 2. 624 PAD RESPONSE AT END OF 1.125 DAYS NODE 113 133 UY 0.59631 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 1
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=
3.104 PAD RESPONSE AT END OF 1.625 DAYS NODE 113 133 UY
- 0. 59842 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
==-
Sheet 10 of 13 ENERCON 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 F
ENERCON I
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
t Sheet 12 of 13 r
'N lENERCON E, -
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 17:38:55 JUN 10, 2002 CP=
5.478 PAD RESPONSE AT END OF 6.125 DAYS NODE UY 113 0.60181 133 0.13761E-01 LCASE 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
-====
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=
5.919 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 =
5.929
ma Sheet 13 of 13 FO O ENERCON 3SERVICES 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 Release 6.1 UP20020321 INTEL NT 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 I
Sheet 1 of 47 ENERCON I
SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 I
Originator:
Date:
September 20, 2002 Revised:
March 3, 2003 I
Appendix SPad-TH This Appendix presents the ANSYS output file documenting the pad stress response for the constrained model thermal stress analysis.
I
Sheet 2 of 47 F
ENERCON Ej i Appendix SPad-TH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U ll W E L C O M E T O T H E A N S Y S P R O G R A M ll_____________________________________________________________
ANSYS 6.1 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
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Sheet 3 of 47 FIa ENERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 tH-fik, T.
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-(
1 PARAMETERS DEFINED)
(INCLUDING 1 INTERNAL PARAMETERS) 00245050 VERSION=INTEL NT RELEASE= 6.1 UP20020321 CURRENT JOBNAME=PAD-TH 17:39:45 JUN 10, 2002 CP=
0.230 1 /COM 2
/COM 3
/COM STRESS DATA SORTED AND PRINTED BY LOAD CASE 4
/COM 5 /COM 6 /COM 7
/COM THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD CASE 8 /COM FIRST SX, SZ, S1 (MAX) AND S3 (MIN) 9 /COM 10
/COM 11
/file,Pad-Th 12 resume 13
/header,on,off,off,off,on,off 14
/postl 15
/COM 16 EALL 17 NALL 18
/COM 19
/COM 20
/COM 21
/COM 22
/COM LCASE 1 23
/COM 24 LCFILE,1 25 LCASE,1 26 ESEL,TYPE,2 27 NELEM 28
/COM 29
/COM 30
/COM MAXIMUM VALUES OF SX 31
/COM 32 NSORT,S,X,0,0,2,SEL 33 PRNSOL,S 34 NTYSORT 35
/COM
Sheet 4 of 47 F I
'j ENERCON Ej SERVICES, 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
/COMN 51
/COM MINIMUM VALUES OF SZ 52
/COM 53 NSORTS,Z,1,0,2,SEL 54 PRNSOL,S 55
/COM 56
/COM 57
/COMN 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
/COMN 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
/COMN 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
/COMN 82
/COM MAXIMUM VALUES OF SX 83
/COM 84 NSORT,S,X,0,0,2,SEL 85 PRNSOL,S 86 NUSORT 87
/COM 88
/COMN 89
/COM MINIMUM VALUES OF SX 90
/COM 91 NSORT,S,X,1,0,2,SEL 92 PRNSOL,S
Sheet 5 of 47 F
ENERCON F.
SERV ICES, 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 NSORTS,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
/COMN 110
/COM MAXIMUM VALUES OF S1 111
/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
/CON
Sheet 6 of 47 F_ hI ENERCON E 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 NSORT,S,X,1,0,2,SEL 196 PRNSOL,S 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 FOT tNENERCON
. W, 2 SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 207 ICOM 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 NSORT,S,3,1,0,2,SEL 224 PRNSOL,S,PRIN 225 NUSORT 226
/COM 227
/COMN 228
/COMN 229
/COMN 230
/COM LCASE 5 231
/COM 232 LCFILE,5 233 LCASE,5 234 ESEL,TYPE,2 235 NELEM 236
/COM 237
/COMN 238
/COM MAXIMUM VALUES OF SX 239
/COM 240 NSORT,S,X,0,0,2,SEL 241 PRNSOL,S 242 NUSORT 243
/COM 244
/COMN 245
/COM MINIMUM VALUES OF SX 246
/COM 247 NSORT,S,X,1,0,2,SEL 248 PRNSOL,S 249 NUSORT 250
/COM 251
/COMN 252
/COM MAXIMUM VALUES OF SZ 253
/COM 254 NSORT,S,Z,0,0,2,SEL 255 PRNSOL,S 256 NUSORT 257
/COM 258
/COMN 259
/COM MINIMUM VALUES OF SZ 260
/COM 261 NSORT,S,Z,1,0,2,SEL 262 PRNSOL,S 263
/COM
ENERCON Sheet 8 of 47 Ft.. K ENERCON I a 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,1,0,0,2,SEL 269 PRNSOL,S,PRIN 270 NUSORT 271
/COM 272
/COMN 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
/COMN 281
/COM=
282
/COM LCASE 6 283
/COM 284 LCFILE,6 285 LCASE,6 286 ESEL,TYPE,2 287 NELEM 288
/COM 289
/COMN-290
/COM OMAXIMUM VALUES OF SX 291
/COM 292 NSORT,S,X,0,0,2,SEL 293 PRNSOL,S 294 NUSORT 295
/COM 296
/COMN-297
/COM MINIMUM VALUES OF SX 298
/COM 299 NSORT,S,X,1,0,2,SEL 300 PRNSOL,S 301 NUSORT 302
/COM 303
/COMN-304
/COM MAXIMUM VALUES OF SZ 305
/COM 306 NSORT,S,Z,0,0,2,SEL 307 PRNSOL,S 308 NUSORT 309
/COM 310
/COMN-311
/COM MINIMUM VALUES OF SZ 312
/COM 313 NSORTS,Z,1,0,2,SEL 314 PRNSOL,S 315
/COM 316
/COM 317
/COMN-318
/COM MAXIMUM VALUES OF S1 319 NSORT,S,1,0,0,2,SEL 320 PRNSOL,S,PRIN
Sheet 9 of 47 Fr_
E ENERCON 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 NSORTS,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
/COMN 341
/COM MAXIMUM VALUES OF SX 342
/COM 343 NSORT,S,X,0,0,2,SEL 344 PRNSOL,S 345 NUSORT 346
/COM 347
/COMN 348
/COM MINIMUM VALUES OF SX 349
/COM 350 NSORT,S,X,1,0,2,SEL 351 PRNSOL,S 352 NUSORT 353
/COM 354
/COMN 355
/COM MAXIMUM VALUES OF SZ 356
/COM 357 NSORT,S,Z,0,0,2,SEL 358 PRNSOL,S 359 NUSORT 360
/COM 361
/COMN 362
/COM MINIMUM VALUES OF SZ 363
/COM 364 NSORT,S,Z,1,0,2,SEL 365 PRNSOL,S 366
/COM 367
/COM 368
/COMN-369
/COM MAXIMUM VALUES OF S1 370
/COM 371 NSORT,S,1,0,0,2,SEL 372 PRNSOL,S,PRIN 373 NUSORT 374
/COM 375
/COMN 376
/COM MINIMUM VALUES OF S3 377
/COM
Sheet 10 of 47 F_ ktENERCON 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
/COMlvi 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
/COMN 421
/COM MAXIMUM VALUES OF SI 422
/COM 423 NSORTS,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
rgV'-2 Sheet 11 of 47 F_
ENERCON 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 NSORTS,X,0,0,2,SEL 448 PRNSOL,S 449 NUSORT 450
/COM 451
/COM 452
/COM MINIMUM VALUES OF SX 453
/COM 454 NSORTS,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 SI 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 NSORTS,3,1,0,2,SEL 483 PRNSOL,S,PRIN 484 NUSORT 485
/COM 486
/COM 487
/COM 488
/COM 489
/COM LCASE 10 490
/COM 491 LCFILE,10
Sheet 12 of 47 E 1 ENERCON ISERVICES 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
/COMN 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,SZ,1,0,2,SEL 521 PRNSOL,S 522
/COM 523
/COM 524
/COMN 525
/COM MAXIMUM VALUES OF S1 526
/COM 527 NSORT,S,1,0,0,2,SEL 528 PRNSOL,S,PRIN 529 NUSORT 530
/COM 531
/COMN 532
/COM MINIMUM VALUES OF S3 533
/COM 534 NSORT,S,3,1,0,2,SEL 535 PRNSOL,SPRIN 536 NUSORT 537
/COM 538
/COMN 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
/COMN
gEM Sheet 13 of 47 E-Y ENERCON SNC.
Appendix SPad-TH to Calculation PGE-009-CALC-006
,-7, 549
/COM MAXIMUM VALUES OF SX 550
/COM 551 NSORT,S,X,0,0,2,SEL 552 PRNSOL,S 553 NUSORT 554
/COM 555
/COMN 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 NSORTS,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 S1 578
/COM 579 NSORT,S,1,0,0,2,SEL 580 PRNSOL,S,PRIN 581 NUSORT 582
/COM 583
/COM 584
/COM MINIMUM VALUES OF S3 585
/COM 586 NSORT,S,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
Sheet 14 of 47 r
ENERCON EA p a 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 LOAD CASE 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 ***
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
=
11 SUBSTEP
=
1 TIME/FREQ
=
11.000 ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL.
NUMBER =
9341 10212 166 339 224 48 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 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 1'
RELEASE 6.1 7:39:46 JUN 10, 2002 CP=
0.751 DELTA T 6.125 TO 7.875 DAYS
- ANSYS RESULTS INTERPRETATION (POST1) *****
F11-Sheet 15 of 47 FEH ENERCON F I: ~ S
~
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.
POSTi 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 1
COMPLEX=
0 COPY LOAD CASE 1 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=
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 17:39:47 JUN 10, 2002 CP=
1.392 PAD RESPONSE AT END OF 0.25 DAYS
Sheet 16 of 47 Fh AdENERCON E SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 NODE SX SY SZ SXY SYZ SXZ 838 36.343
-0.81564
-11.185 0.42647 1.2265
-10.374 839 36.169
-0.55461 3.5067 0.44242 1.3791
-14.486 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 17:39:47 JUN 10, 2002 CP=
1.412 PAD RESPONSE AT END OF 0.25 DAYS NODE SX SY SZ SXY SYZ SXZ 2817
-122.86
-369.93
-117.39 126.93 121.38
-17.968 2837
-103.04
-57.817
-70.010 59.504 58.274
-7.2475 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 17:39:47 JUN 10, 2002 CP=
1.432 PAD RESPONSE AT END OF 0.25 DAYS NODE SX SY SZ SXY SYZ SXZ 2659
-31.149
-0.94337 35.296 0.70818
-0.64952
-5.8041 2658
-38.529
-0.98118 35.263 0.49591
-0.59618
-3.5070 NODE SORT REMOVED MINIMUM VALUES OF SZ
F i 3l ENERCON E
_ SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 wlne.; -
Sheet 17 of 47 SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2
- 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 1.462 NODE SX 2817
-122.86 26
-97.821 SY
-369.93
-0.91153 Sz
-117.39
-116.86 SXY 126.93 0.60227 SYZ 121.38 0.20793 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=
2
- 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 1.482 NODE S1 626 49.092 2663 48.952 NODE SORT REMOVED S2 11.203 16.391 S3
-1.8546
-1.7938 SINT 50.946 50.746 SEQV
- 45. 834 44.531 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
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U
Sheet 18 of 47 r- :
ENERCON F-,
,SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 00245050 VERSION=INTEL NT PAD RESPONSE AT END OF 0.25 DAYS 17:39:47 JUN 10, 2002 CP=
1.502 A
A NODE Si S2 S3 SINT sai\\
2817
-43.616
-102.10
-464.47 420.85 394.E 2818
-26.438
-76.933
-397.48 371.04 348.'
NODE SORT REMOVED
======
LCASE 2
===
T 37 55 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 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
- 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 2.123 SXz
-10.305
-13.858 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
Fr ENERCON 3SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 t Sheet 19 of 47 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.50 DAYS 2.143 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
-0.47426
-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
E::1A ENERCON I
SERVICESIC
,INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 0.50 DAYS Sheet 20 of 47 2.173 NODE 71 78 SX
-241.67
-241.21 SY
-0.79466
-0.87746 Sz
-256.24
-256.22 SXY 1.5684 3.1812 SYZ 0.55897
- 0. 55601 SXz
-0.78080E-02
-0.15628E-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=
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 2.183 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 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 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 2.203 NODE Si S2 S3 SINT SEQV
m-1f-6 FW.3 Sheet 21 of 47 ENERCON 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 1 COMPLEX=
0 COPY LOAD CASE 3 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=
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=
2.804 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 SXZ
-11.366
-7.8367 NODE SORT REMOVED MINIMUM VALUES OF SX
==-
SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=
2
Sheet 22 of 47 rE T ENERCON t -
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=
2.814 PAD RESPONSE AT END OF 0.625 DAYS NODE SX SY SZ SXY SYZ SXZ 1510
-299.78
-6.4839
-283.05 1.5879 17.781
-0.52942 1706
-299.70
-6.6893
-283.13 2.7449 17.714
-1.0548 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 17:39:48 JUN 10, 2002 CP=
2.834 PAD RESPONSE AT END OF 0.625 DAYS NODE SX SY SZ SXY SYZ SXZ 621 300.92
-3.4337 360.35 0.44356 0.28514
-5.0057 622 309.13
-3.3313 360.30 0.64859 0.24175
-7.7476 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=
2.844
Fh -
ENERCON 9r A
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 Sheet 23 of 47 PAD RESPONSE AT END OF 0.625 DAYS NODE 66 68 SX
-289.71
-295.49 SY
-1. 3262
-0.79412 Sz
-313.22
-313.13 SXY 17.574 10.264 SYZ
- 0. 50939 0.56197 SXz
-0.15102
-0.88522E-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=
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 0.625 DAYS 2.864 NODE S1 625 371.00 624 365.79 NODE SORT REMOVED S2 334.24 327.61 S3
-4.1138
-3.2218 SINT 375.11 369.01 SEQV 358.15 351.48 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
- 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 2.874 NODE Si 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 F_
J k
ENERCON Et 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=
2
- 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 3.475 SXz
-13.412
-10.068 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 MINIMUM VALUES OF SX
==-
SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1
Fr
% I;] ENERCON HISERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 Sheet 25 of 47 ANSYS/Mechanical U 00245050 VERSION=INTEL NT PAD RESPONSE AT END OF 1.125 DAYS 17:39:49 JUN 10, 2002 CP=
3.485 SXz
-0.82113
-0.65502 NODE SX 1720
-469.89 1718
-469.61 NODE SORT REMOVED SY
-0. 84795
-1. 2413 Sz
-444.92
-460.87 SXY 1.3107 1.3487 SYZ 14.609
- 16. 515 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 17:39:49 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.125 DAYS 3.505 SXz
-4.2446
-2.5368 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=
2
- 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 3.525 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 SXz
-0.16064E-01
-0.32108E-01
FS 1 ENERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 MAXIMUM VALUES OF Si
=-
Sheet 26 of 47 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 17:39:49 JUN 10, 2002 CP=
3. 535 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=
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 17:39:49 JUN 10, 2002 CP=
- 3. 555 PAD RESPONSE AT END OF 1.125 DAYS NODE 2817 2818 S1 46.702 142.68 S2
-264.42
-121.92 S3
-908.92
-680.04 SINT 955.63 822.72 SEQV 844.22 727.46 NODE SORT REMOVED LCASE 5 LOAD CASE 5 IS LOAD STEP 5
SUBSTEP 1
COMPLEX=
0
F.- SEX] ENERCON r ;;
SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 Sheet 27 of 47 FILE= Pad-Th.105 PAD RESPONSE AT END OF 1.625 DAYS COPY LOAD CASE 5 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
- 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 4.136 NODE SX 825 524.66 824 522.88 NODE SORT REMOVED SY
-0.15934
-1. 1105 Sz 532.28 509.22 SXY SYZ 0.96681E-01 2.7287 0.13774 0.83792 SXz
-11.198
-8.2756 MINIMUM VALUES OF SX
=-
SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.625 DAYS 4.146
F.
ENERCON 9 z_1 SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 1-2011-t"67 NODE SX 72
-567.62 1721
-567.60 NODE SORT REMOVED SY
-2.2889
-2.2961 Sz
-594.04
-593.83 SXY 1.1321 1.1279 SYZ 0.50836 1.0075 Sheet 28 of 47 SXz
-0.12745E-01
-0.25813E-01 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 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 1.625 DAYS 4.166 SXz
-3.5650
-2.1198 NODE SX 769 492.34 755 487.62 NODE SORT REMOVED SY 0.89242 0.80200 Sz 537.49 537.39 SXY 0.37725
- 0. 23730 SYZ 2.7540 2.7740 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=
2
- 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 4.176 SXz
-0.12745E-01
-0.25294E-01 NODE 72 77 SX
-567. 62
-566.83 SY
-2.2889
-2.0157 Sz
-594.04
-593.94 SXY 1.1321
- 2. 3383 SYZ 0.50836
- 0. 50349 MAXIMUM VALUES OF S1
F_ B'e ENERCON a SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 Sheet 29 of 47 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 17:39:50 JUN 10, 2002 CP=
4.196 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=
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 17:39:50 JUN 10, 2002 CP=
4.216 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 COPY LOAD CASE 6 FROM FILE TO DATABASE
Sheet 30 of 47 ENERCON I
I SERVICES, INC.
Appendix SPad-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.
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 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.125 DAYS 4.807 NODE SX SY SZ SXY SYZ 825 488.41
-0.17477 499.50 0.14904E-01 3.0091 824 486.23
-1.1825 475.40 0.53120E-01 0.68972 NODE SORT REMOVED MINIMUM VALUES OF SX SXz
-9. 9106
-7.2725 SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.125 DAYS 4.827 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
ENERCON I
I SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006 Sheet 31 of 47 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 17:39:50 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.125 DAYS 4.837 SXz
-3.1926
-1. 8918 NODE SX 769 460.60 755 456.23 NODE SORT REMOVED SY
- 0. 93279 0.79105 SZ 504.39 504.23 SXY 0.36053 0.21378 SYZ 3.0269 3.0459 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=
2
- 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 4.857 NODE 72 1721 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 SXz
-0.37858E-01
-0.82076E-01 MAXIMUM VALUES OF SI
==-
SORT ON ITEM=S COMPONENT=1 ORDER= 0 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
2
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1
ENERCON I
I SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 Sheet 32 of 47 ANSYS/Mechanical U 00245050 VERSION=INTEL NT PAD RESPONSE AT END OF 2.125 DAYS 17:39:50 JUN 10, 2002 CP=
4.867 NODE S1 2710 513.79 2709 513.05 NODE SORT REMOVED S2
-118.56
-109.12 S3
-194.25
-164.74 SINT 708.04 677.80 SEQV 673.39 651.77 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
- 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 4.887 NODE S1 S2 S3 SINT SEQV 2817 98.781
-299.06
-1050.7 1149.5 1011.1 2818 218.52
-119.38
-757.39 975.91 858.38 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 1
COMPLEX=
0 COPY LOAD ESEL FOF 1870 SELECT 2376 1870
) CASE 7 FROM FILE TO DATABASE l 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.
ENERCON I
1 SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 Sheet 33 of 47 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 5.488 NODE SX SY SZ SXY SYZ 825 465.40
-0.22299 477.51
-0.26449E-01 3.0375 824 463.16
-1.1997 453.53 0.90360E-02 0.63861 NODE SORT REMOVED MINIMUM VALUES OF SX SXz
-9.6111
-7.1064 SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:51 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.375 DAYS 5.508 NODE SX SY SZ SXY SYZ 72
-624.43
-9.8362
-652.83
-0.71112
-0.703, 1721
-624.34
-9.0479
-652.52
-0.59278
-1.16!
NODE SORT REMOVED MAXIMUM VALUES OF SZ 757 SXz
-0.29655E-01
-0.74398E-01 SORT ON ITEM=S SORT COMPLETED FOR COMPONENT=Z 2 VALUES.
ORDER= 0 KABS= 0 NMAX=
2
ENERCON SERVICES, INC. Appendix SPad-THI 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 SY SZ SXY SYZ 769 439.43 0.89836 482.18 0.35289 3.0489 783 444.36 0.66078 481.97 0.31512 3.0307 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:51 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.375 DAYS NODE SX SY Sz SXY SYZ 72
-624.43
-9.8362
-652.83
-0.71112
-0.70377 1721
-624.34
-9.0479
-652.52
-0.59278
-1.1652 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 17:39:51 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 2.375 DAYS Sheet 34 of 47 5.518 SXz
-3.1942
-4.7982 5.538 SXz
-0.29655E-01
-0.74398E-01 5.548
Sheet 35 of 47 ENERCON I
1 SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 NODE 2710 2709 Si 515.60 511.80 S2
-122.36
-110.60 S3
-198.37
-166.45 SINT 713.97 678.25 SEQV 679.17 652.12 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 17:39:51 JUN 10, 2002 CP=
5.568 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 1 COMPLEX= 0 COPY LOAD CASE 8 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
2
F-me AI ENERCON
'A61 SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 Sheet 36 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=
2
- 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 6.159 SXz
-9.6801
-7.4075 NODE SX SY SZ SXY SYZ 1329 378.63 2.5135 387.76
-0.69684 4.7505 1328 377.32
-0.85495 372.34
-0.71603 1.5022 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 3.125 DAYS 6.179 SXz
-0.11804
-0.21571 At tt7 NODE SX SY SZ 6XY SYL 72
-607.39
-17.575
-636.39
-2.4128
-2.25:
1721
-607.21
-14.395
-636.28
-1.9613
-3.51, NODE SORT REMOVED MAXIMUM VALUES OF SZ
==-
20 41 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
F ENERCON E 3-SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006
- rig, Sheet 37 of 47 00245050 VERSION=INTEL NT PAD RESPONSE AT END OF 3.125 DAYS 17:39:52 JUN 10, 2002 CP=
6.189 SXz
-3.4673
-5. 0865 NODE SX SY SZ SXY SYZ 1161 356.71 2.4254 392.24 0.63964 4.6526 1203 362.12 1.9544 392.13 0.70822 4.6176 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=
2
- 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 6.209 SXZ
-0.11804
-0.21571 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 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=
2
- 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 6.219 NODE S1 2710 477.63 2709 467.71 NODE SORT REMOVED S2
-122.97
-105.01 S3
-196.12
-157.98 SINT 673.75 625.69 SEQV 640.32 600.96
F 5 l ENERCON M. 2 nSERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 br>~rCt*
Sheet 38 of 47 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
- 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 6.239 NODE S1 S2 S3 SINT SEQl 2817 88.972
-301.11
-1072.3 1161.2 1023.
2818 209.19
-119.12
-766.65 975.84 860.(
NODE SORT REMOVED LCASE 9
=-
I
.6 04 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 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
==-
)MMAND.
2 JMAX=
SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S
- NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 L
Ff J b
ENERCON 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=
PAD RESPONSE AT END OF 4.125 DAYS Sheet 39 of 47 6.830 SXZ
-10.195
-7.9415
,.s, NODE SX SY SZ Sxy bxm 1329 274.04 2.2920 280.92
-0.54402 4.25, 1328 273.06
-0.86175 266.98
-0.57739 1.49E NODE SORT REMOVED MINIMUM VALUES OF SX
=-
72 6 8 SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 4.125 DAYS 6.850
,s,
NODE SX SY SZ SXY Ly 72
-526.35
-26.905
-554.27
-4.4761
-4.14' 1721
-526.00
-20.156
-554.43
-3.5558
-6.181 NODE SORT REMOVED MAXIMUM VALUES OF SZ
==-
58 37 SXz
-0.24558
-0.3 9967 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 17:39:52 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 4.125 DAYS 6.860 NODE SX SY SZ SXY syz SXZ
EwRCO Sheet 40 of 47 F..A-byENERCON SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 1161 250.47 2.1606 285.18 0.67043 4.1315
-3.7826 1203 256.10 1.6899 285.14 0.76665 4.0989
-5.4932 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:52 JUN 10, 2002 CP=
6.880 PAD RESPONSE AT END OF 4.125 DAYS NODE SX SY SZ SXY SYZ SXZ 1721
-526.00
-20.156
-554.43
-3.5558
-6.1887
-0.39967 72
-526.35
-26.905
-554.27
-4.4761
-4.1458
-0.24558 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 17:39:52 JUN 10, 2002 CP=
6.900 PAD RESPONSE AT END OF 4.125 DAYS NODE S1 S2 S3 SINT SEQV 2710 368.01
-109.62
-173.80 541.81 512.74 2709 356.66
-86.203
-130.55 487.20 466.61 NODE SORT REMOVED MINIMUM VALUES OF S3
=
SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX=
2
Sheet 41 of 47 vrs' F As~ ENERCON Adz, 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 6.910 NODE S1 S2 S3 SINT SEQV 2817 48.024
-287.43
-1026.6 1074.6 952.29 2818 159.43
-118.48
-738.00 897.43 795.74 NODE SORT REMOVED 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
==-
OMMAND.
2 nMAX=
SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 I
- 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
-ZSheet 42 of 47 F 1 T ENERCON rI SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 NODE SX SY SZ SXY SYZ SXZ 1341 129.66 0.75495 108.58
-0.43388 2.5589
-7.7237 1343 129.62 3.9284 126.18
-0.33960 4.8782
-12.454 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 17:39:53 JUN 10, 2002 CP=
7.521 PAD RESPONSE AT END OF 6.125 DAYS NODE SX SY SZ SXY SYZ SXZ 113
-464.18
-65.322
-497.51
-2.2908
-2.4172 1.8454 2289
-455.70
-49.645
-482.50
-3.8912
-1.4700 3.4823 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 17:39:53 JUN 10, 2002 CP=
7.531 PAD RESPONSE AT END OF 6.125 DAYS NODE SX SY SZ SXY SYZ SXZ 655 101.68
-10.626 133.27 2.0638
-4.1328
-6.8750 652 95.659
-10.239 133.22 1.5177
-4.0063
-4.6576 NODE SORT REMOVED
-==
= = = = = = = = = = = ==
= = = = = = = = = = = =
Fi 1
ENERCON i-.
S C
INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 01N-M Sheet 43 of 47 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=
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 7.551 SXZ
- 1. 8454 3.1527 NODE SX 113
-464.18 122
-445.21 SY
-65.322
-38.351 Sz
-497.51
-484.09 SXY
-2.2908 0.92143 SYZ
-2.4172
-3.9081 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=
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 7.571 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
- i ENERCON a
J 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=
PAD RESPONSE AT END OF 6.125 DAYS Sheet 44 of 47 7.581 A _ t TOTE A Tail AT NODE S1 S2 S 3 SINi s
2817
-34.076
-255.72
-904.16 870.09 783.:
2818 57.086
-119.66
-667.98 725.07 654.1 NODE SORT REMOVED
======
LCASE 11==============
1 L5 34 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 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL CC 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
)MMAND.
2 4MAX=
SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 I
- 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 8.172 SXz
-8.0877
-10. 570 NODE 921 922 Sx
- 75. 078 74.989 SY
-12.149
-12.298 Sz
- 32. 169 39.384 SXY
-2.7544
-2.9648 SYZ
- 6. 6158 8.3553
F_ fi By ENERCON 1
SERVICES, INC Appendix SPad-TH to Calculation PGE-009-CALC-006 iP 1'--! 11 Sheet 45 of 47 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2
- ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.1 ANSYS/Mechanical U 00245050 VERSION=INTEL NT 17:39:54 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 7.875 DAYS 8.192 SXZ 2.3225 4.3730 NODE SX 113
-442.93 2289
-432.40 NODE SORT REMOVED SY
-78.846
-60.401 SZ
-469.82
-450.85 SXY
-2. 6757
-4.7709 SYZ
-2.8598
-2.0009 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 17:39:54 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 7.875 DAYS 8.202 SXZ
-7.8110
-5.4221 NODE SX 638 29.023 639 22.974 NODE SORT REMOVED SY
-13. 965
-13.865 SZ 70.245 70.196 SXY 4.7007 3.4784 SYZ 1.6732
- 1. 9116 MINIMUM VALUES OF SZ
==-
SORT ON ITEM=S SORT COMPLETED FOR COMPONENT=Z 2 VALUES.
ORDER= 1 KABS= 0 NMAX=
2
F1 :by ENERCON lrt.- 2 SERVICES, INC.
Appendix SPad-TH to Calculation PGE-009-CALC-006 Sheet 46 of 47 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 8.222 SXz 2.3225 3.9910 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 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 17:39:54 JUN 10, 2002 CP=
PAD RESPONSE AT END OF 7.875 DAYS 8.232 NODE S1 S2 S3 SINT SEQV 634 83.847 52.589
-24.371 108.22 96.465 923 80.406 43.124
-11.053 91.459 79.655 NODE SORT REMOVED MINIMUM VALUES OF S3
==-
SORT ON ITEM=S COMPONENT=3 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE ORDER= 1 KABS= 0 NMAX=
2 I
- 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 8.252
RCO Sheet 47 of 47 F_ byENERCON E
g 3SERVICES, 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 POSTi DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
8.252 EXIT ANSYS WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED=
2 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ll ANSYS RUN COMPLETED I--------------------------------------------------------------------------
Release 6.1 UP20020321 INTEL NT Maximum Scratch Memory Used
=
1035636 Words 3.951 MB CP Time (sec) =
8.252 Time
=
17:39:54 Elapsed Time (sec) =
10.000 Date
=
06/10/2002 l
l*
Sheet 1 of 91 ENERCON I
SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 A_0-Originator:
Date:
Revised:
S. C. Tumminelli September 20, 2002 March 3, 2003 I
Appendix FPad-TH This Appendix presents the ANSYS output file documenting the pad internal forces for the constrained model thermal stress analysis.
Sheet 2 of 91 F1, K
ENERCON E
2 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U ll W E L C O M E T O T H E A N S Y S P R O G R A M ll_____________________________________________________________
ANSYS 6.1 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
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
F:t d ENERCON SERVICES, INC.
alasmi-Sheet 3 of 91 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=
UP20020321 0.170 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
/com
/com,
/com, This routine processes load results data for the evaluation of pad internal forces and moments
/com
/com
/file,Pad-Th resume
/HEADER,ON,OFF,OFF,OFF,ON,OFF
/postl eall nall
/com
/com **********************************************************
/com ********************
LOAD CASE 1 ************************
lcfile,l lcase,1
/COM
/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS
/com
/com
/com esel,type, nelem
/ com
/com Select all nodes in pad only 2
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
/com LINE 5 1/2
Sheet 4 of 91 Fa ]ENERCON F
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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,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 *****************************
/com
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
/COM
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
/com nsel,r,loc,z,-0.1,102.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 fsum nelem
/com
/com next strip z = 102 to 306 Lines 6 to 7
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 102 to 306
/com nsel,r,loc,z,101.9,306.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com
Sheet 5 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 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
/com esel,type,2 nelem
/com
/com select strip x direction z = 306 to 510
/com nsel,rloc,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,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
/com
/com
- LOAD CASE 2
- lcfile,2 lcase,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
F_ E5' ENERCON
- f.
SERVICES, INC-Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 6 of 91 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206
/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,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 **********************************************************
/com **********************************************************
/com
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
/COM
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
/com nsel,r,loc,z,-0.1,102.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 fsum nelem
/com
/com next strip z = 102 to 306 Lines 6 to 7
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 207
/com 208
/com select strip x direction z = 102 to 306 209
/com 210 nsel,r,loc,z,101.9,306.1 211 enode,1 212
/com 213
/com internal forces at x = 0.0 LINE C 214
/com 215 nsel,r,loc,x,-0.1,0.1 216 spoint,,0.0,-48.0,204.0 217 fsum 218 nelem 219
/com 220
/com next strip z = 306 to 510 Lines 7 to 8 221
/com 222
/com 223
/com Select all nodes in pad only 224
/com 225 esel,type,2 226 nelem 227
/com 228
/com select strip x direction z = 306 to 510 229
/com 230 nsel,r,loc,z,305.9,510.1 231 enode,1 232
/com 233
/com internal forces at x = 0.0 LINE C 234
/com 235 nsel,r,loc,x,-0.1,0.1 236 spoint,,0.0,-48.0,408.0 237 fsum 238 nelem 239
/com 240
/com next strip z = 510 to 630 Lines 8 to 10 241
/com 242
/com 243
/com Select all nodes in pad only 244
/com 245 esel,type,2 246 nelem 247
/com 248
/com select strip x direction z = 510 to 630 249
/com 250 nsel,rloc,z,509.9,630.1 251 enode,1 252
/com 253
/com internal forces at x = 0.0 LINE C 254
/com 255 nsel,rloc,x,-0.1,0.1 256 spoint,,0.0,-48.0,570.0 257 fsum 258 eall 259 nall 260
/com 261
/com **********************************************************
262
/com
- LOAD CASE 3 ************************
263 lcfile,3 Sheet 7 of 91
F 3 ENERCON E
ISRIEIC Appendix E;Pad-TH to Calculation PGE-009-CALC-006 Sheet 8 of 91 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 lcase, 3
/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
/com nsel,r,loc,z,-0.1,0.1 spoint,,102,-48.0,0.0 fsum LINE 5 1/2
/ com
/com
/com
/com esel,type, nelem
/com
/com 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 internal forces at Z = 0.0
/com LINE 5 1/2 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
/com Select all nodes in pad only esel,type,2 nelem
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
/com nsel,r,loc,z,-0.1,102.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 fsum nelem
ENERCON E " aSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 9 of 91 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377
/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,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 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
/com select strip x
/com nsel,r,loc,z,509.9,630.1 enode,1
/com
/com internal force,
/com nsel,r,boc,x,-0.1,0.1 102 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 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
Sheet 10 of 91 ENERCON E: 3 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 spoint,,0.0,-48.0,5 7 0.0 fsum eall nall
/com
/comr
/com
- LOAD CASE 4
- lcfile,4 lcase,4
/COM
/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS
/com
/com
/com esel,type, nelem
/com
/com Select all nodes in pad only 2
select strip Z direction x = 0 to 204 Lines C to D
/com nsel,r,loc,x,-0.1,20 4.1 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 LINE 5 1/2 f sum
/com
/com
/ com next strip x = 204 to 408 Lines D to E Select all nodes in pad only
/com eseltype,2 nelem
/com
/com select strip 2
/com nsel,r,loc,x,203.9,408.1 enode,1
/com
/com internal forc(
Z direction es at Z = 0.0 LINE 5 1/2
/com nsel,r,loc,z,-0.l,0.l spoint,,306,-48.0,0.0 fsum
/comr
/com *****************************
/com
/COM
/COM
/com SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS 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
/corm nsel,r,loc,z,-0.1,102.1
F-ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 11 of 91 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 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,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 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 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
,es in pad only
- direction z = 306 to 510 es at x = 0.0 LINE C
= 510 to 630 Lines 8 to 10 les in pad only
Sheet 12 of 91 F-r 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,rloc,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 5
- lcfile,5 lcase,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 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
Fk 7 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 I
Sheet 13 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006
/com Select all nod
/com esel,type,2 nelem
/com
/com select strip x
/com nsel,r,loc,z,-0.1,102.1 enode,l
/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,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,rloc,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 es in pad only direction z = 0.0 to 102 Lines 5 1/2 to 6 s at x = 0.0 LINE C 102 to 306 Lines 6 to 7 es in pad only
- direction z = 102 to 306 zs at x = 0.0 LINE C
= 306 to 510 Lines 7 to 8 Les in pad only x direction z = 306 to 510 es at x = 0.0 LINE C
-F.
go 13 J C
m 35,;
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 lcase,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 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,1
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/com
F--N v.-
V.f 1_
I F~
Sheet 15 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 663 664 665 666 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 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 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
/com
/com select strip x direction z = 102 to 306
/com nsel,r,loc,z,l01.9,306.1 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
/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
Sheet 16 of 91 FW iENERCON 1
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
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.l 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,rloc,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 7
- lcfile,7 lcase,7
/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.l,204.l 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
river
'km
_"" I, rm 4-!'
1V r7i m
Sheet 17 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 777 778 779 780 781 782 783 784 785 786 787 788 789 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810 811 812 813 814 815 816 817 818 819 820 821 822 823 824 825 826 827 828 829 830 831 832 833
/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 *********************************************************
/com **********************************************************
/com
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
/COM
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
/com nsel,r,loc,z,-0.1,102.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 fsum nelem
/com
/com next strip z = 102 to 306 Lines 6 to 7
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 102 to 306
/com nsel,r,loc,z,l01.9,306.1 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
FI Sheet 18 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 834 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890
/com 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 nselr,loc,x,-0.l,0.l 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
/com
/com **********************************************************
/com
- LOAD CASE 8
- lcfile,8 lcase,8
/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
'IF-iq1 E';_
gims*(_
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 nsel,rloc,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 **********************************************************
tcom **********************************************************
/com
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
/COM
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
/com nsel,r,loc,z,-0.1,102.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 fsum nelem
/com
/com next strip z = 102 to 306 Lines 6 to 7
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 102 to 306
/com nsel,r,loc,z,101.9,306.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1
F.vF Fa
'a Sheet 20 of 91 ENERCON 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,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 nselr,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 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
F1__q"1FV"1 0 o213 Fi'
Sheet 21 of 91 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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
/com nsel, r, loc enode, 1
/com
/com select strip Z direction x = 0 to 204 Lines C to D
,x,-0.1,204.1 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 nod
/com esel,type,2 nelem
/com
/com select strip 2
/com nsel,r,loc,x,203.9,408.1 enode,1
/com
/com internal force
[es in pad only Z direction es at Z = 0.0 LINE 5 1/2
/ com nselr,loc,z,-0.1,0.1 spoint,,306,-48.0,0.0 fsum
/comr
/comr
/com
/COM SECTION THE P
/COM
/com Select all nc
/com esel,type,2 nelem
/com PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
)des in pad only
/com
/com nsel, r, loc enode, 1
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
,z,-0.1,102.1 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
Y*Tg Sheet 22 of 91 FM ti ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 1062
/com select strip x direction z = 102 to 306 1063
/com 1064 nsel,rloc,z,101.9,306.1 1065 enode,l 1066
/com 1067
/com internal forces at x = 0.0 LINE C 1068
/com 1069 nsel,r,loc,x,-0.1,0.1 1070 spoint,,0.0,-48.0,204.0 1071 fsum 1072 nelem 1073
/com 1074
/com next strip z = 306 to 510 Lines 7 to 8 1075
/com 1076 /com 1077
/com Select all nodes in pad only 1078
/com 1079 eseltype,2 1080 nelem 1081
/com 1082
/com select strip x direction z = 306 to 510 1083
/com 1084 nsel,r,loc,z,305.9,510.1 1085 enode,1 1086
/com 1087
/com internal forces at x = 0.0 LINE C 1088
/com 1089 nsel,r,locx,-0.1,0.1 1090 spoint,,0.0,-48.0,408.0 1091 fsum 1092 nelem 1093
/com 1094
/com next strip z = 510 to 630 Lines 8 to 10 1095
/com 1096
/com 1097
/com Select all nodes in pad only 1098
/com 1099 esel,type,2 1100 nelem 1101
/com 1102
/com select strip x direction z = 510 to 630 1103
/com 1104 nsel,r,loc,z,509.9,630.1 1105 enode,1 1106
/com 1107
/com internal forces at x = 0.0 LINE C 1108
/com 1109 nsel,r,loc,x,-0.1,0.1 1110 spoint,,0.0,-48.0,570.0 1111 fsum 1112 eall 1113 nall 1114
/com 1115
/com 1116
/com
- LOAD CASE 10
- 1117 lcfile,10 1118 lcase,10
FM V ENERCON SERVlCES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006
&igkt
/com nsel,r,loc,z,305.9,510.1 enode,1
/com
/com internal forc(
/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 no(
/com esel,type,2 nelem
/com
/com select strip s at x = 0.0 LINE C 102 to 306 Lines 6 to 7 es in pad only K direction z = 102 to 306 s at x = 0.0 LINE C
= 306 to 510 Lines 7 to 8 des in pad only x direction z = 306 to 510 es at x = 0.0 LINE C
= 510 to 630 Lines 8 to 10 Jes in pad only x direction z = 510 to 630
1347 1348 1349 1350 1351 1352 1353 1354 1355 1356 1357 1358 1359 1360 1361 1362 1363 1364 1365 1366 1367 I
Sheet 27 of 91 ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006
/com asel,r,loc,z,509.9,630.1 enode,l
/com
/com internal force.
/com 3 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
/comr fini
/exit,nosave RUN SETUP PROCEDURE FROM FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start6l.ans
/INPUT FILE= C:\\Program Files\\Ansys Inc\\ANSYS61\\docu\\start6l.ans LINE=
0 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 CURRENT LOAD CASE =
0 OF 0
MAX MAX MAX MAX MAX MAX ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL. NUMBER =
9341 10212 166 339 224 48
=
12 1
=
0
=
367
=
4657 (CARTESIAN)
Sheet 28 of 91 ENERCON SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 LOAD SET
=
11 SUBSTEP 1
TIME/FREQ
=
11.000 INITIAL JOBNAME = PAD-TH CURRENT JOBNAME = Pad-Th PRINT HEADER DO NOT PRINT SUBTITLE(S)
DO NOT 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 17:41:30 JUN 10, 2002 CP=
0.671 DELTA T 6.125 TO 7.875 DAYS
- ANSYS RESULTS INTERPRETATION (POST1)
- 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 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
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 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
ENERCON I
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 x = 0 to 204 Lines C to D Sheet 29 of 91 RESELECT KABS=
1296 SELECT 1020 1296 internal FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 204.10
- 0. 10000 AND 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 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
Sheet 30 of 91 ENERCON I
SERVICES, INC.
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= 0.20000OE-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-48.0000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
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 KABS=
528 SELECT 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.
Fri ENERCON EJ aSERVICES, 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 Sheet 31 of 91 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000 KABS= 0. TOLERANCE= 0.20000OE-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 COORDINATES *****
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 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 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
FT a 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 Sheet 32 of 91 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100 KABS=
- 0. TOLERANCE= 0.200000E-08 84 NODES (OF 10212 DEFINED) SELECTED BY NSEI NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL 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
)00 AND 0.10000 I
COMMAND.
204.000 L COORDINATES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 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
F.A-3~ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Xit'.X',
Sheet 33 of 91 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000 KABS= 0. TOLERANCE= 0.20000OE-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
=
-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 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
F-Ha ENERCON a
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Apenix ea Sheet 34 of 91 KABS=
- 0. TOLERANCE= 0.20000OE-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.
D 204.10
F-- thyL] ENERCON x J SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 internal forces at Z = 0.0 LINE 5 1/2 Sheet 35 of 91 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 0.10000 KABS= 0. TOLERANCE= 0.20000OE-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
=
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 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 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 0.10000 KABS= 0. TOLERANCE= 0.20000OE-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0
ENERCON N
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 36 of 91 MOMENT SUMMATION LOCATION=
306.000
-48.0000 0.00000
- SUMMATION 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 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 L
3EL COMMAND.
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.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 51.0000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
-1403379.
FY
=
-4698.368 FZ
=
85.16877 MX =
11595.81
r: t ENERCON a
a, 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 Sheet 37 of 91 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 I
0.10000 ES ****2
ENERCON 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 Sheet 38 of 91 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 510.10
- 0. 10000 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND KABS=
- 0. TOLERANCE= 0.20000OE-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 =
-2732894.
FY
=
-13007.33 FZ
=
-7274.508 MX =
43815.04 MY =
887889.5 MZ = -0.4895788E+08 SUMMATION POINT= 0.0000
-48.000 408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
ES *****
ENERCON 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 Sheet 39 of 91 RESELECT KABS=
396 SELECT 240 396 internal FOR ITEM=LOC COMPONENT=Z BETWEEN bU9.9U 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-U.1UUUU AND KABS= 0. TOLERANCE= 0.20000OE-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
=
-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.
0.10000 ES *****
ND.
F
~ ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 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 Sheet 40 of 91 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 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 =
158.7429 FY
=
-18977.20 FZ
=
-3537558.
MX =
0.6262547E+08 MY =
-820888.8 MZ
=
-54365.53 SUMMATION POINT=
102.00
-48.000 0.0000
FJ hl ENERCON aSERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 A
next strip x = 204 to 408 Lines D to E Select all nodes in pad only Sheet 41 of 91 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 1
ESEL COMMAND.
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 1/2 408.10 0.10000 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-U.1UU00 AND KABS= 0.
TOLERANCE= 0.20000OE-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
O MOMENT SUMMATION LOCATION=
306.000
-48.0000 0.00000
- SUMMATION OF TOTAL FORCES 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
-48.000 0.0000 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
r,
-i ENERCON 3
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 I'll w.
Sheet 42 of 91 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 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 COORDINA' 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 D 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 43 of 91 FE tENERCON F t ESERVICES, 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-0.100(
KABS=
- 0.
TOLERANCE= 0.20000OE-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
=
-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
)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.
F
ENERCON F
tAd ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 select strip x direction z = 306 to 510 Sheet 44 of 91 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.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 408.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
- 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 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 510 to 630
F 1'am ENERCON E
,I SERaVICES, NC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 45 of 91 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.
Fg b
ENERCON F, 61 3 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 Sheet 46 of 91 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 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 =
-243.4155 FY =
-19110.97 FZ
=
-4816988.
MX =
0.1212889E+09 MY =
-821991.1 MZ =
-60377.64 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 FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND 408.10 KABS= 0. TOLERANCE= 0.204200E-05 1296 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
F ENERCON HI 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 Sheet 47 of 91 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
- 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
ENERCON E'v " SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 w¢vt k e:;
Sheet 48 of 91 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 COORDINAI 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 D 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 FOR ITEM=LOC COMPONENT=Z BETWEEN lUl.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
F-- 9 '
ENERCON Ua 1 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 49 of 91 KABS=
- 0. TOLERANCE= 0.20000OE-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
- 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 510.10 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000 KABS=
- 0. TOLERANCE= 0.20000OE-08 84 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FT ENERCON SINC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 v,;rj"-~
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= 0.20000OE-08 36 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR 1MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 570.000
Fu Ad ENERCON a
3 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 09'ir?
Sheet 51 of 91
- 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 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-U.1UUUU AND
- 0. TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 204.10 RESELECT FOR ITEM=LOC COMPONENT=Z KABS=
- 0. TOLERANCE= 0.200000E-08 BETWEEN-0.10000 AND 0.10000
F. dsENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006
.-t Sheet 52 of 91 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 1870 SELECT 2376 1870 l 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 ESEL 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
=
-1179.093 FY
=
-22181.06 FZ
=
-5205515.
I 0.10000
'ES *****
ENERCON 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 Sheet 53 of 91 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 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
=
-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.
0.10000 ES *****
Sheet 54 of 91 B
ENERCON 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 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-0.100 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
=
-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.
00 AND 0.10000 COMMAND.
204.000 COORDINATES *****
FVIM ENERCON EP 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 Sheet 55 of 91 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 I
0.10000 ES *****
F_
r 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 = 510 to 630 Sheet 56 of 91 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 630.10 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0 KABS= 0. TOLERANCE= 0.20000OE-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
=
-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
Sheet 57 of 91 F 13ENERCON Fmag NSERVICES, 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
- 0. TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 204.10 I 0.10000 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS= 0. TOLERANCE= 0.20000OE-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000
-48.0000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT 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
'ES *****
ESEL FOR LABEL= TYPE FROM 2 TO 2 BY I
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 Z direction Sheet 58 of 91 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 0.10000 KABS= 0.
TOLERANCE= 0.20000OE-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-48.0000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
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 SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only ESEL FOR 1870 SELECT 2376 1870
. 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.
F ;
ENERCON F.-5b ENERCON 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 f
Sheet 59 of 91 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 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 =
-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 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
F i ENERCON F-4 ;- 3 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 1;
s-Sheet 60 of 91 RESELECT KABS=
924 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 1U1.9U 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 x = 0.0 LINE C D
306.10 I
0.10000 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND KABS= 0. TOLERANCE= 0.20000OE-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
=
-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
'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 FOR ITEM=LOC COMPONENT=Z KABS=
- 0. TOLERANCE= 0.204200E-05 BETWEEN 305.90 AND 510.10
ENERCON tab r
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 924 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
720 ELEMENTS (OF 8812 DEFINED) SELECTED FROM 924 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C Sheet 61 of 91 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND KABS=
- 0. TOLERANCE= 0.20000OE-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 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 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 = 510 to 630 1
SEL COMMAND.
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.
F -I f ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006
,te Sheet 62 of 91 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 0.10000 KABS= 0. TOLERANCE= 0.20000OE-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
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
F l 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 Sheet 63 of 91 204.10 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=
I 0
MOMENT SUMMATION LOCATION=
102.000
-48.0000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT 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
- 0. 10000 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 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.
,_'- _. f F E by ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 vl.r Sheet 64 of 91 internal forces at Z = 0.0 LINE 5 1/2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 0.10000 KABS=
- 0. TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-48.0000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
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 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.
Eo Am ENERCON r713 SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 65 of 91 NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 51.0000 X**** 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 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 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
F&~ 3, ENERCON E a SERV ICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 66 of 91
- 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 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= 0.20000OE-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.
FK L
ENERCON
~
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 67 of 91 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
- 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
- 0. 10000 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-U.1UU00 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 ES *****
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 Sheet 68 of 91 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 AN:
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 204.10 U. i "UAAUAU RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.100UU 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
)
.i0000
F0 ;
ENERCON i
V SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 69 of 91
- 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 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 2U3.9U 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 1/2 408.10 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.20000OE-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-48.0000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX =
-2470.590 FY
=
-24446.26 FZ
=
-5281066.
MX =
0.1583079E+09 MY =
-9688629.
MZ =
-124623.9 SUMMATION POINT=
306.00
-48.000 0.0000 0.10000 ES *****
F Adj ENERCON l
- 3 p
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 Sheet 70 of 91 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 ANT KABS=
- 0. TOLERANCE= 0.20000OE-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 COORDINAI 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
) 0.10000
.ES *****
FI '3 ENERCON I
SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 F Ii Select all nodes in pad only Sheet 71 of 91 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-0.100 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
=
-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
'00 AND 0.10000 I
COMMAND.
204.000 L COORDINATES *****
Select all nodes in pad only
FI 1
ENERCON F
3 zA SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 iNm.
Sheet 72 of 91 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 BETWEEN 305.90 AND 510.10 KABS=
- 0. TOLERANCE= 0.204200E-05 924 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
720 ELEMENTS (OF 8812 DEFINED) SELECTED FROM 924 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C
)00 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
=
-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 00 AND 0.10000 COMMAND.
408.000 COORDINATES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY I
ENERCON A 3 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 Sheet 73 of 91 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
=
-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
F_ f ENERCON a
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 Z direction x = 0 to 204 Lines C to D Sheet 74 of 91 RESELECT KABS=
1296 SELECT 1020 1296 internal FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND
- 0. TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 204.10 0.10000 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 ANE KABS= 0. TOLERANCE= 0.20000OE-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 COORDINAI 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
'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
F V-ENERCON E -a SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 I,
1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction Sheet 75 of 91 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 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 COORDINA¶ 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 D 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.
00 AND 102.10 RESELECT' FOR ITEM=LOC COMPONENT=Z KABS=
- 0.
TOLERANCE= 0.102200E-05 BETWEEN-0.1001
-K.
F 3 ENERCON k-I SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 Sheet 76 of 91 528 SELECT 360 528 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-0.1000U AND KABS= 0. TOLERANCE= 0.20000OE-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
- 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 101.90 AND 306.10 KABS= 0. TOLERANCE= 0.204200E-05 924 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
Fr t ENERCON aSERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
720 ELEMENTS (OF 8812 DEFINED) SELECTED FROM 924 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C Sheet 77 of 91 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 =
-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 0 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 = 306 to 510 RESELECT KABS=
924 SELECT 720 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
r "5 aENERCON aSERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 924 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C Sheet 78 of 91 0- RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100 KABS=
- 0.
TOLERANCE= 0.20000OE-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
=
-4544699.
FY
=
-16102.96 FZ
=
-15017.28 MX
=
88315.20 MY
=
198057.0 MZ
-0.1360651E+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 10O AND 0.10000 I
COMMAND.
408.000 L COORDINATES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 510 to 630 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
F_
IAX ENERCON F
SERVICES INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 t-Ej B Sheet 79 of 91 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0
KABS=
- 0. TOLERANCE= 0.20000OE-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
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 204.10
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
FI;b' ENERCON SERVICES, 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 Sheet 80 of 91 RESELECT FOR ITEM=LOC COMPONENT=Z KABS=
- 0. TOLERANCE= 0.20000OE-08 72 NODES (OF 10212 DEFINED)
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000
- SUMMATION OF TOTAL FORCES AND FX
=
-4773.761 FY
=
-54024.83 FZ
=
-3967223.
MX =
0.9939197E+08 MY
=
-847573.6 MZ
=
1963902.
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 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 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 KABS=
- 0.
TOLERANCE= 0.200000E-08 BETWEEN-0.10000 AND 0.10000
F-ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 r;zT:Mvrr Sheet 81 of 91 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 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
)O RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.1000U AND U.1UUU KABS=
- 0. TOLERANCE= 0.20000OE-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 COORDINATES *****
FX
=
-1787383.
U
Ej
^ENERCON 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 Sheet 82 of 91 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 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
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
-3581968.
FY
=
-24255.02 FZ
=
-7144.025 MX
=
-528132.8
Sheet 83 of 91 ENERCON S, 3SERVICES, 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 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 =
-3603165.
FY =
-16464.57 FZ
=
-14426.09 MX
=
12851.45 MY
=
-64807.76 MZ
= -0.9120650E+08 0.10000 ES *****
F$ AdENERCON 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 Sheet 84 of 91 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 ANE 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 COORDINAI FX =
-2064483.
FY =
-7060.544 FZ
=
-8893.246 MX =
33287.90 MY =
2285622.
MZ = -0.5192266E+08 SUMMATION POINT= 0.0000
-48.000 570.00 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMI D 0.10000
'ES *****
AND.
F; A1 ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE009-CALC-006 10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
LOAD CASE 11
- LOAD CASE 11 IS LOAD STEP 11 SUBSTEP 1 COMPLEX=
0 FILE= Pad-Th.l11 PAD RESPONSE AT END OF 7.875 DAYS Sheet 85 of 91 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 *****
FT.
ENERCON 1.1:
SRICS IC Appendix FPad-TH to Calculation PGE-009-CALC-006
,., e ioA, Sheet 86 of 91 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 203.90 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= 0.20000OE-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-48.0000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT; FX
=
-2234.550 FY
=
-26846.54 FZ
=
-3109565.
MX =
0.6089658E+08 MY =
-4370990.
MZ
=
9969.583 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
Sheet 87 of 91 F
~ ENERCON
- r 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-0.10000 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 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
=
-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
- 0. 10000 ES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
Ft 3 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 Sheet 88 of 91 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= 0.20000OE-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
=
-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 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.
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 Sheet 89 of 91 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= 0.20000OE-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 1870 SELECT 2376 1870
- 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.
VJ E NERCON F_ ; A ENERCON VHI
-SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006 select strip x direction z = 510 to 630 Sheet 90 of 91 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 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.1000 KABS=
- 0. TOLERANCE= 0.20000OE-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.
0 EXIT THE ANSYS POSTi DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
EXIT ANSYS WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED=
NUMBER OF ERROR MESSAGES ENCOUNTERED=
7.801 2
0
rL.j Sheet 91 of 91 F
1]
ENERCON SERVICES, INC.
Appendix FPad-TH to Calculation PGE-009-CALC-006 ANSYS RUN COMPLETED Release 6.1 UP20020321 INTEL NT Maximum Scratch Memory Used 1025420 Words 3.912 MB l-CP Time (sec) =
7.801 Time
=
17:41:38 Elapsed Time (sec) =
10.000 Date
=
06/10/2002 l
l-