isfsi cask storage pad concrete shrinkage & …sheet 1 of 18 enercon services, inc. appendix...

Sheet 1 of 18ENERCONSERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006

Originator: S. C. TumminelliDate: September 20, 2002Revised: 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-Thresume/header, on,on, on/Postlspoint,,0,0,0/com/com ************************/com ***** LOAD CASE 1 *lcfile,llcase,1eallcmsel,s,botcmsel,a,symxycmsel,a,symyzcmsel,a,xedgecmsel,a,zedgefsum/com/com ************************/com ***** LOAD CASE 2 *lcfile,2lcase,2eallcmsels,botcmsel,a,symxycmsel,a,symyzcmsel,a,xedgecmsel,a,zedgefsum/com/comrIcom ***** LOAD CASE 3 *lcfile,3lcase,3eallcmsel,s,botcmsel,a,symxycmsel,a,syrnyzcmsel,a,xedgecmsel,a,zedgefsum/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, 4icase, 4eallcmsel,s,botcmsel,a,symxycmsel,a,symyzcmsel,a,xedgecmsel,a,zedgefsum/com/comr/com ***** LOAD CASE 5 *****

lcfile,5lcase,5eallcmsel,s,botcmsel,a,symxycmsel,a,symyzcmsel,a,xedgecmsel,a,zedgefsum/com/com ************************


lcfile,6lcase,6eallcmsel,s,botcmsel,a,synxycmsel,a,symyzcmsel,a,xedgecmsel,a,zedgefsum/com/com ************/com ***** LOAD CASE 7 *****

lcfile, 7lcase,7eallcmsel,s,bot

cmsel,a,synxycmsel,a,symyzcmsel,a,xedgecmsel,a,zedgefsum/com/comr/com ***** LOAD CASE 8 *

lcfile, 8lcase, 8eallcmsel,s,botcmsel,a,symxycmsel,a,symyzcmsel,a,xedgecmsel,a,zedge

Sheet 4 of 18ENERCON

!zM t SERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006

f sum/com/com ************************/com ***** LOAD CASE 9 *

lcfile,9lcase,9eallcmsel,s,botcmsel,a,symxycmsel,a,symyzcmsel,a,xedgecmsel,a,zedgefsum/com/com *************************


lcfile,101case,10eallcmsel,s,botcmsel,a,symxycmsel,a,symyzcmsel,a,xedgecmsel,a,zedgefsum/com/com */com ***** LOAD CASE 11 *

lcfile,11lcase,11eallcmsel,s,botcmsel,a,symxycmsel,a,symyzcmsela,xedgecmsel,a,zedgefsum/com/com *************************

/com */comfini/output/exit,nosave

.V4' Sheet 5 of I8FT b ENERCONF 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 1And for LS 2And for LS 3And for LS 4And for LS 5And for LS 6And for LS 7And for LS 8And for LS 9And for LS 10And for LS 11

W = 1,927,800W = 1,927,800W = 1,947,078W = 1,966,356W = 1,985,634W = 2,004,912W = 2,024,190W = 2,043,468W = 2,062,746W = 2,082,024W = 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

ANSYSVs 1,927,183Vs 1,946,455Vs 1,965,727Vs 1,984,999Vs 2,004,270Vs 2,023,542Vs 2,042,814

Vs 2,062,086Vs 2,081,358Vs 2,100,630Vs 2,119,901

Sheet 6 of 18F 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 18F ' 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-THBATCH MODE REQUESTED = LIST

MEMORY REQUESTED (MB) = 800DATABASE SIZE REQUESTED (MB) = 250

*** WARNING *** CP= 0.210 TIME= 17:37:31Use 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 /com5 /com, Load Case Results6 /com7 /com8 /com *

9 /com10 /com11 /com ****** Reactions *

12 /com13 /file,Pad-Th14 resume15 /header,on,on,on16 /postl17 spoint,,0,0,018 /com19 /com20 /com ***** LOAD CASE 1 *

21 lcfile,l

22 lcase,l23 eall24 cmsel,s,bot25 cmselasymxy26 cmsel,a,symyz27 cmsel,axedge28 cmsel,a,zedge29 fsum30 /com31 /com32 /com ***** LOAD CASE 2 *****

33 lcfile,234 lcase,2

UP200203210.210

data for the

ENERCONSERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006

35 eall36 cmsel,s,bot37 cmsel,a,symxy38 cmsela,symyz39 cmsel,a,xedge40 cmsela,zedge41 fsum42 /com43 /com ***********************

44 /com ***** LOAD CASE 3 *45 lcfile,346 lcase,347 eall48 cmsel,s,bot49 cmsela,symxy50 cmsela,symyz51 cmsel,a,xedge52 cmsel,a,zedge53 fsum54 /com55 /com ***********************56 /com ***** LOAD CASE 4 *57 lcfile,458 lcase,459 eall60 cmsels,bot61 cmsel,a,symxy62 cmsela,symyz63 cmsel,a,xedge64 cmsel,a,zedge65 fsum66 /com67 /com68 /com ***** LOAD CASE 5 *69 lcfile,570 lcase,571 eall72 cmsel,s,bot73 cmsel,a,symxy74 cmsel,a,symyz75 cmsel,a,xedge76 cmsel,a,zedge77 fsum78 /com79 /com ************************80 /com ***** LOAD CASE 6 *81 lcfile,682 lcase,683 eall84 cmsels,bot85 cmsel,a,symxy86 cmsel,a,symyz87 cmsel,a,xedge88 cmsel,a,zedge89 fsum90 /com91 /com *

Sheet 8 of 18

Sheet 9 of t8F^ ENERCON

SERVICES, INC. Appendbh EPad-TH to Calculation PGE-009-CALC-006

92 /com ***** LOAD CASE 7 *

93 lcfile,794 lcase,795 eall96 cmsels,bot97 cmsel,a,symxy98 cmsel,a,symyz99 cmsel,a,xedge

100 cmsel,a,zedge101 fsum102 /com103 /com **********t*104 /com ***** LOAD CASE 8 *105 lcfile,8106 lcase,8107 eall108 cmsels,bot109 cmsel,a,symxy110 cmsel,a,symyz111 cmsel,a,xedge112 cmsel,a,zedge113 fsum114 /com115 /com116 /com ***** LOAD CASE 9 *117 lcfile,9118 lcase,9119 eall120 cmsel,s,bot121 cmsel,a,symxy122 cmsela,symyz123 cmsel,axedge124 cmsel,a,zedge125 fsum126 /com127 /com ************************128 /com ***** LOAD CASE 10 *129 lcfile,10130 lcase,10131 eall132 cmsel,s,bot133 cmsel,a,symxy134 cmsel,a,symyz135 cmsel,a,xedge136 cmsel,a,zedge137 fsum138 /com139 /com140 /com ***** LOAD CASE 11 *141 lcfile,11142 icasell143 eall144 cmsel,sbot145 cmsel,a,symxy146 cmsel,a,symyz147 cmsel,a,xedge148 cmsel,a,zedge

a byENERCON

r a SER S INC Appendix EPad-TH to Calculation PGE-009-CALC-006

149 fsum150 /com151 /com **********************

152 /com **********************

153 /com154 fini155 /output156 /exit,nosave157158159160

RUN SETUP PROCEDURE FROM FILE= C:\Program Files\AnsysInc\ANSYS61\docu\start6l.ans

/INPUT FILE= C:\Program Files\Ansys Inc\ANSYS61\docu\start6l.ans LINE=

This routine processes load results data for theevaluation 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 DAYSANALYSIS 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 DEFINEDMAXIMUM LINEAR PROPERTY NUMBERMAXIMUM REAL CONSTANT SET NUMBERACTIVE COORDINATE SYSTEMMAXIMUM COUPLED D.O.F. SET NUMBERNUMBER OF SPECIFIED CONSTRAINTSCURRENT LOAD CASE = 0 OF 0LOAD SET = 11

SUBSTEP = 1TIME/FREQ = 11.000

MAX

MAXMAX

MAX

MAX

MAX

ELEMENT NUMBER =NODE NUMBER =KEYPOINT NUMBER =LINE NUMBER =AREA NUMBER =VOL. NUMBER =

934110212

16633922448

12

= 0 (CARTESIAN)

= 367- 4657

INITIAL JOBNAME = PAD-TH

F( ENERCONE a SERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006

CURRENT JOBNAME = Pad-Th

PRINT HEADERPRINT SUBTITLE(S)PRINT LOAD STEP IDDO NOT PRINT NOTE LINE(S)PRINT COLUMN HEADER LABELSDO NOT PRINT REPORT TOTALS

1

* ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1ANSYS/Mechanical U00245050 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 maybe 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 anysubsequent 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 bepoint is at the origin.

NODE FOR MOMENT SUMMATION=MOMENT SUMMATION LOCATION=

CP= 0.761 TIME= 17:37:34in global Cartesian when the summation

00 .00000 0.00000 0.00000

***************L*********

***** LOAD CASE 1 ***

LOAD CASE 1 IS LOAD STEP 1 SUBSTEPFILE= Pad-Th.101PAD 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 183 ENERCONF _ 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-07FY = -1927183.

FZ = 0.9403266E-08MX = 0.6070627E+09MY = 0.3801775E-05MZ = -0.3931454E+09

SUMMATION POINT= 0.0000

***** *******************

***** LOAD CASE 2 *

LOAD CASE 2 IS LOAD STEPFILE= Pad-Th.102PAD RESPONSE AT END OF 0.50

FORCES AND MOMENTS IN GLOBAL COORDINATES *****

0 0000

2 SUBSTEP

DAYS

0.0000

1 COMPLEX= 0








***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****

FX = 0.1428592E-06FY = -1946455.

FZ = 0.5142886E-07MX = 0.6131333E+09MY = 0.3498181E-04MZ = -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.103PAD RESPONSE AT END OF 0.625 DAYS



Sheet 13 of 18F - 01ENERCONWl> a 3SERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006

'A', ~j







FX = 0.3840391E-03FY = -1965727.

FZ = 0.2427879E-03MX = 0.6192039E+09MY = 0.7231490E-01MZ = -0.4010083E+09


***** ** ***I********** ** **

***** LOAD CASE 4 *



0 .0000

4 SUBSTEP

DAYS

0. 0000

1 COMPLEX= 0








***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *

FX = 0.3834437E-03FY = -1984999.

FZ = 0.2426280E-03MX = 0.6252746E+09MY = 0.7220342E-01MZ = -0.4049397E+09

SUMMATION POINT= 0.0000 0.0000 0.0000

* *************** ***** **

**** LOAD CASE 5 *****


4a ".Zg !Fry ' ENERCONrota. SERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006


Sheet 14 of 18









FX = 0.3834533E-03FY = -2004270.FZ = 0.2426287E-03MX = 0.6313452E+09MY = 0.7219695E-01MZ = -0.4088712E+09

SUMMATION POINT= 0.0000 0.0000 0.0000

*** *********************

***** LOAD CASE 6 *











FX = 0.3833923E-03FY = -2023542.

FZ = 0.2426693E-03MX = 0.6374158E+09MY = 0.7219889E-01MZ = -0.4128026E+09

Sheet 15 of 18rt 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


0.0000

1 COMPLEX= 0









FX = 0.3834591E-03FY = -2042814.

FZ = 0.2426448E-03MX = 0.6434864E+09MY = 0.7220398E-01MZ = -0.4167341E+09

SUMMATION POINT= 0.0000 0.0000 0.0000

***** LOAD CASE 8 *****










Sheet 16 of 18

S ENERCONr, . SERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006


FX = 0.3834514E-03FY = -2062086.

FZ = 0.2426424E-03MX = 0.6495571E+09MY = 0.7219778E-01MZ = -0.4206655E+09


***** LOAD CASE 9 *



0.0000

9 SUBSTEP

DAYS

0.0000

1 COMPLEX= 0









FX = 0.3834334E-03FY = -2081358.

FZ = 0.2426677E-03MX = 0.6556277E+09MY = 0.7219028E-01MZ = -0.4245970E+09

SUMMATION POINT= 0.0000 0.0000 0.0000

********************* ****

***** LOAD CASE 10 *****







Sheet 17 of 18

Fr XSENERCONSERVICES, INC. Appendix EPad-TH to Calculation PGE-009-CALC-006




***** SUMMATION OF TOTAL F

FX = 0.3835999E-03

FY = -2100630.

FZ = 0.2424051E-03MX = 0.6616983E+09MY = 0.7232303E-01MZ = -0.4285284E+09


** ****I*** ****************

***** LOAD CASE 11 *

LOAD CASE 11 IS LOAD STEP

FILE= Pad-Th.111PAD RESPONSE AT END OF 7.875


0 .0000

11 SUBSTEP

DAYS

0.0000

1 COMPLEX= 0









FX = 0.3835706E-03FY = -2119901.

FZ = 0.2423489E-03MX = 0.6677689E+09MY = 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 18F ENERCONE 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

…-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

| CP Time (sec) = 7.050 Time = 17:37:41

I Elapsed Time (sec) = 11.000 Date = 06/10/2002 l

------------------------- …-------------------------------------------------

Sheet 1 of 13m ENERCON

SERVICES, INC. Appendix DPad-TH to Calculation PGE-009-CALC-006

Originator: S. C. umminelliDate: September 20, 2002Revised: March 3, 2003

Appendix DPad-TH

This Appendix presents the ANSYS output file documenting the pad vertical displacements for theconstrained model thermal stress analysis.

I

Sheet 2 of 13F a aENERCON


ANSYS/Mechanical U

________________________________________-____________________

l…l


l…l_____________________________________________________________

***** **********************************************************

* ANSYS 6.1 NOTICES *

* *



* the United States. ** *

* *

* U.S. GOVERNMENT RIGHTS ** *





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





* OF SAS IP, INC. *************************** *************************************

* The Program also contains the following licensed software: ******************************************* *********************

* PCGLSS: Linear Equations Solver ** *



* All Rights Reserved. ** *


* Ph (217)244-7875 *

* Fax (217)244-7874 ** *





* USEFULNESS OF THE RESULTS. ** * *** * ** *~*** ** * ***** ** ** * *** ** * *** * *** ** *** ** ** * ** * *** ** * *** ** *

ma Sheet 3 of 13F ENERCON


Completing ANSYS Load Process.

*** ANSYS COMMAND LINE ARGUMENTS *

INITIAL JOBNAME = PAD-THBATCH MODE REQUESTED = LISTMEMORY REQUESTED (MB) = 800DATABASE SIZE REQUESTED (MB) = 250

*** WARNING *** CP= 0.220 TIME= 17:38:49Use of the -M switch is no longer recommended for normal ANSYS use.

ANSYS now dynamically allocates memory as needed. Only use the -M


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 /COM2 /COM DISPLACEMENT DATA SORTED AND PRINTED BY LOAD CASE

3 /COM4 /FILE,Pad-Th5 RESUME6 /header,on,off,off,off,on,off7 /POST18 /COM9 /COm

10 EALL11 NALL12 /COM13 /COM14 /COM LCASE 1

15 /COM16 LCFILE,117 LCASE,118 /COM19 /COM

20 /COM VALUES OF Uy

21 /COM22 NSELS,NODE,,113,133,2023 PRNSOL,U,Y24 /COM25 /COM26 /COM LCASE 2

27 /COM28 LCFILE,229 LCASE,2

30 /COM31 /COM32 /COM VALUES OF Uy

33 /COM34 PRNSOL,U,Y

35 /COM36 /COM

Sheet 4 of 13X . ENERCONESERVICES, INC. Appendix DPad-TH to Calculation PGE-009-CALC-006

37 /COM LCASE 338 /COM39 LCFILE,340 LCASE,341 /COM42 /COM=43 /COM VALUES OF Uy44 /COM45 PRNSOL,U,Y46 /COM47 /COM48 /COM LCASE 449 /COM50 LCFILE,451 LCASE,452 /COM53 /COM54 /COM VALUES OF Uy55 /COM56 PRNSOL,U,Y57 /COM58 /COM

59 /COM LCASE 560 /COM61 LCFILE,562 LCASE,563 /COM64 /COM65 /COM VALUES OF Uy66 /COM67 PPNSOLU,Y68 /COM69 /COM70 /COM LCASE 671 /COM72 LCFILE,673 LCASE,674 /COM75 /COM76 /COM VALUES OF Uy77 /COM78 PRNSOL,U,Y79 /COM80 /COM

81 /COM LCASE 782 /COM83 LCFILE,784 LCASE,785 /COM86 /COM87 /COM VALUES OF Uy88 /COM89 PRNSOL,U,Y90 /COM91 /COM

92 /COM LCASE 8

93 /COM

Sheet 5 of 13F - 9 ENERCON

F; i 3 SERVICES, INC. Appendix DPad-TH to Calculation PGE-009-CALC-006

94 LCFILE,895 LCASE,896 /COM97 /COM=98 /COM VALUES OF Uy99 /COM

100 PRNSOL,U,Y101 /COM102 /COM-103 /COM LCASE 9104 /COM105 LCFILE,9106 LCASE,9107 /COM108 /COM…109 /COM VALUES OF Uy110 /COM111 PRNSOL,U,Y112 /COM113 /COMN114 /COM LCASE 10115 /COM116 LCFILE,10117 LCASE,10118 /COM119 /COMN120 /COM VALUES OF Uy121 /COM122 PRNSOL,U,Y123 /COM124 /COMN125 /COM LCASE 11126 /COM127 LCFILE,11128 LCASE,11129 /COM130 /COMN131 /COM VALUES OF Uy132 /COM133 PRNSOL,U,Y134 /COM135 /COMN136 /COMN137 /COM138 FINI139 /EXIT,NOSAVE140141

RUN SETUP PROCEDURE FROM FILE= C:\Program Files\AnsysInc\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






TITLE = DELTA T 6.125 TO 7.875 DAYSANALYSIS TYPE = STATIC (STEADY-STATE)

NUMBER OF ELEMENT TYPES = 5

8812 ELEMENTS CURRENTLY SELECTED. MAX10212 NODES CURRENTLY SELECTED. MAX

166 KEYPOINTS CURRENTLY SELECTED. MAX

339 LINES CURRENTLY SELECTED. MAX2 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 = 11SUBSTEP = 1TIME/FREQ = 11.000


934110212

16633922448

1210

3674657

(CARTESIAN)

INITIAL JOBNAME = PAD-THCURRENT JOBNAME = Pad-Th

PRINT HEADERDO NOT PRINTDO NOT PRINTDO NOT PRINTPRINT COLUMNDO NOT PRINT

1

SUBTITLE(S)LOAD STEP IDNOTE LINE(S)HEADER LABELSREPORT TOTALS

***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1ANSYS/Mechanical U00245050 VERSION=INTEL NT 17:38:50 JUN 10, 2002 CP=



0.701

*** WARNING *** CP= 0.701 TIME= 17:38:50


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



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 13lv'-F" Am ENERCON

F4I E Appendix DPad-TH to Calculation PGE-009-CALC-006


8812 ELEMENTS (OF

10212 NODES (OF

8812 DEFINED) SELECTED BY EALL COMMAND.

10212 DEFINED) SELECTED BY NALL COMMAND.

LCASE 1 =



1 COMPLEX= 0


-=VALUES OF Uy

SELECTIN 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 U00245050 VERSION=INTEL NT 17:38:51 JUN 10, 2002 CP= 1.182

PAD RESPONSE AT END OF 0.25 DAYS

NODE UY113 0.82439E-02133 0.22248E-02

LCASE 2



1 COMPLEX= 0


-== - = VALUES OF Uy =-

Sheet 8 of 13r ~ ENERCON


PRINT U NODAL SOLUTION PER NODE1

* ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1



NODE113133

UY0.347 840.42626E-02

LCASE 3 =-



1 COMPLEX= 0


-=====VALUES OF Uy ==-


1




NODE UY

113 0.49862

133 0.51626E-02

LCASE 4 --



1 COMPLEX= 0


-== = VALUES OF Uy -

F " ENERCONEINC. Appendix DPad-TH to Calculation PGE-009-CALC-006

^r

Sheet 9 of 13


***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1ANSYS/Mechanical U00245050 VERSION=INTEL NT 17:38:52 JUN 10, 2002 CP= 2. 624


NODE113133

UY0.596310.82396E-02

LCASE 5 =-


1 COMPLEX= 0


-== == = VALUES OF Uy ==-


***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1ANSYS/Mechanical U00245050 VERSION=INTEL NT 17:38:53 JUN 10, 2002 CP= 3.104


NODE113133

UY0. 598420.10350E-01

LCASE 6 =-


1 COMPLEX= 0


-== == = VALUES OF Uy ==-




* ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1ANSYS/Mechanical U00245050 VERSION=INTEL NT 17:38:53 JUN 10, 2002 CP= 3.525


NODE UY113 0.59971133 0.11648E-01

LCASE 7 =…

LOAD CASE 7 IS LOAD STEP 7 SUBSTEP 1 COMPLEX= 0FILE= Pad-Th.107PAD RESPONSE AT END OF 2.375 DAYS


-=====VALUES OF Uy ==-




NODE UY113 0.60012133 0.12061E-01

LCASE 8



Sheet 11 of 13F ENERCON

I SERVICES, INC. Appendix DPad-TH to Calculation PGE-009-CALC-006

VALUES OF Uy ==…


1

ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1

ANSYS/Mechanical U

00245050 VERSION=INTEL NT 17:38:54 JUN 10, 2002 CP= 4.527


NODE UY113 0.60126133 0.13198E-01

LCASE 9 =




-==== VALUES OF Uy ==


1


ANSYS/Mechanical U



NODE UY113 0.60187133 0.13814E-01

LCASE 10




t Sheet 12 of 13

r 'N lENERCON

E, - SERVICES, INC. Appendix DPad-TH to Calculation PGE-009-CALC-006

-=VALUES OF Uy


1


ANSYS/Mechanical U



NODE UY113 0.60181133 0.13761E-01

LCASE 11




-==== VALUES OF Uy ==


1

*** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1

ANSYS/Mechanical U



NODE UY113 0.60082133 0.12766E-01


***** ROUTINE COMPLETED ***** CP = 5.929

ma Sheet 13 of 13FO O ENERCON

3SERVICES INC. Appendix DPad-TH to Calculation PGE-009-CALC-006


NUMBER OF WARNING MESSAGES ENCOUNTERED= 2NUMBER OF ERROR MESSAGES ENCOUNTERED= 0

---------------------------------------------------------------------------

ANSYS RUN COMPLETED

…-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -


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---------------------------------------------------------------------------


I SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006I

Originator:Date: September 20, 2002Revised: 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


Ej i Appendix SPad-TH to Calculation PGE-009-CALC-006

ANSYS/Mechanical U

_____________________________________________________________

l…l


l…l_____________________________________________________________

* ANSYS 6.1 NOTICES

**



* the United States. ** *

* *

* U.S. GOVERNMENT RIGHTS *

* *





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





* OF SAS IP, INC. *

********************** ******** *********************** **********

* The Program also contains the following licensed software: *

* PCGLSS: Linear Equations Solver *

* *



* All Rights Reserved. *

* *


* Ph (217)244-7875 *

* Fax (217)244-7874 *

* *






Sheet 3 of 47FIa ENERCON

SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006tH-fik, T.


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

INITIAL JOBNAME = PAD-THBATCH MODE REQUESTED = LISTMEMORY 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.



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 /COM2 /COM3 /COM STRESS DATA SORTED AND PRINTED BY LOAD CASE

4 /COM5 /COM6 /COM7 /COM THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD CASE

8 /COM FIRST SX, SZ, S1 (MAX) AND S3 (MIN)

9 /COM10 /COM11 /file,Pad-Th12 resume13 /header,on,off,off,off,on,off14 /postl15 /COM16 EALL17 NALL18 /COM19 /COM

20 /COM

21 /COM22 /COM LCASE 1

23 /COM24 LCFILE,125 LCASE,126 ESEL,TYPE,227 NELEM28 /COM29 /COM30 /COM MAXIMUM VALUES OF SX

31 /COM32 NSORT,S,X,0,0,2,SEL33 PRNSOL,S34 NTYSORT35 /COM

Sheet 4 of 47F I 'j ENERCON

Ej SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

36 /COM37 /COM MINIMUM VALUES OF SX38 /COM39 NSORT,S,X,1,0,2,SEL40 PRNSOL,S41 NUSORT42 /COM43 /COM44 /COM MAXIMUM VALUES OF SZ45 /COM46 NSORT,S,Z,0,0,2,SEL47 PRNSOL,S48 NUSORT49 /COM50 /COMN51 /COM MINIMUM VALUES OF SZ52 /COM53 NSORTS,Z,1,0,2,SEL54 PRNSOL,S55 /COM56 /COM57 /COMN58 /COM MAXIMUM VALUES OF S159 /COM60 NSORT,S,1,0,0,2,SEL61 PRNSOL,S,PRIN62 NUSORT63 /COM64 /COMN65 /COM MINIMUM VALUES OF S366 /COM67 NSORT,S,3,1,0,2,SEL68 PRNSOL,S,PRIN69 NUSORT70 /COM71 /COMN72 /COM73 /COM74 /COM LCASE 275 /COM76 LCFILE,277 LCASE,278 ESEL,TYPE,279 NELEM80 /COM81 /COMN82 /COM MAXIMUM VALUES OF SX83 /COM84 NSORT,S,X,0,0,2,SEL85 PRNSOL,S86 NUSORT87 /COM88 /COMN89 /COM MINIMUM VALUES OF SX90 /COM91 NSORT,S,X,1,0,2,SEL92 PRNSOL,S


F. SERV ICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

93 NUSORT94 /COM95 /COM96 /COM MAXIMUM VALUES OF SZ97 /COM98 NSORTS,Z,0,0,2,SEL99 PRNSOL,S

100 NUSORT101 /COM102 /COM103 /COM MINIMUM VALUES OF SZ104 /COM105 NSORT,S,Z,1,0,2,SEL106 PRNSOL,S107 /COM108 /COM109 /COMN110 /COM MAXIMUM VALUES OF S1

111 /COM112 NSORT,S,1,0,0,2,SEL113 PRNSOL,S,PRIN114 NUSORT115 /COM116 /COM117 /COM MINIMUM VALUES OF S3118 /COM119 NSORT,S,3,1,0,2,SEL120 PRNSOL,S,PRIN121 NUSORT122 /COM123 /COM

124 /COM125 /COM126 /COM LCASE 3127 /COM128 LCFILE,3129 LCASE,3130 ESEL,TYPE,2131 NELEM132 /COM133 /COM134 /COM MAXIMUM VALUES OF SX135 /COM136 NSORT,S,X,0,0,2,SEL137 PRNSOL,S138 NUSORT139 /COM140 /COM141 /COM MINIMUM VALUES OF SX142 /COM143 NSORT,S,X,1,0,2,SEL144 PRNSOL,S145 NUSORT146 /COM147 /COM

148 /COM MAXIMUM VALUES OF SZ149 /CON

Sheet 6 of 47F_ hI ENERCON

E INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

150 NSORT,S,Z,0,0,2,SEL151 PRNSOL,S152 NUSORT153 /COM154 /COM155 /COM MINIMUM VALUES OF SZ156 /COM157 NSORT,S,Z,1,0,2,SEL158 PRNSOL,S159 /COM160 /COM161 /COM162 /COM MAXIMUM VALUES OF S1163 /COM164 NSORT,S,1,0,0,2,SEL165 PRNSOL,S,PRIN166 NUSORT167 /COM168 /COM169 /COM MINIMUM VALUES OF S3170 /COM171 NSORT,S,3,1,0,2,SEL172 PRNSOL,S,PRIN173 NUSORT174 /COM175 /COM176 /COM177 /COM178 /COM LCASE 4179 /COM180 LCFILE,4181 LCASE,4182 ESEL,TYPE,2183 NELEM184 /COM185 /COM186 /COM MAXIMUM VALUES OF SX187 /COM188 NSORT,S,X,0,0,2,SEL189 PRNSOL,S190 NUSORT191 /COM192 /COM193 /COM MINIMUM VALUES OF SX194 /COM195 NSORT,S,X,1,0,2,SEL196 PRNSOL,S197 NUSORT198 /COM199 /COM200 /COM MAXIMUM VALUES OF SZ201 /COM202 NSORT,S,Z,0,0,2,SEL203 PRNSOL,S204 NUSORT205 /COM206 /COM

Sheet 7 of 47FOT tNENERCON

. W, 2 SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

207 ICOM MINIMUM VALUES OF SZ208 /COM209 NSORT,S,Z,1,0,2,SEL210 PRNSOL,S211 /COM212 /COM213 /COM-214 /COM MAXIMUM VALUES OF S1215 /COM216 NSORT,S,1,0,0,2,SEL217 PRNSOL,SPRIN218 NUSORT219 /COM220 /COM=221 /COM MINIMUM VALUES OF S3222 /COM223 NSORT,S,3,1,0,2,SEL224 PRNSOL,S,PRIN225 NUSORT226 /COM227 /COMN228 /COMN229 /COMN230 /COM LCASE 5231 /COM232 LCFILE,5233 LCASE,5234 ESEL,TYPE,2235 NELEM236 /COM237 /COMN238 /COM MAXIMUM VALUES OF SX239 /COM240 NSORT,S,X,0,0,2,SEL241 PRNSOL,S242 NUSORT243 /COM244 /COMN245 /COM MINIMUM VALUES OF SX246 /COM247 NSORT,S,X,1,0,2,SEL248 PRNSOL,S249 NUSORT250 /COM251 /COMN252 /COM MAXIMUM VALUES OF SZ253 /COM254 NSORT,S,Z,0,0,2,SEL255 PRNSOL,S256 NUSORT257 /COM258 /COMN259 /COM MINIMUM VALUES OF SZ260 /COM261 NSORT,S,Z,1,0,2,SEL262 PRNSOL,S263 /COM

ENERCON Sheet 8 of 47Ft .. K ENERCON

I a SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

264 /COM265 /COM-266 /COM MAXIMUM VALUES OF S1267 /COM268 NSORT,S,1,0,0,2,SEL269 PRNSOL,S,PRIN270 NUSORT271 /COM272 /COMN273 /COM MINIMUM VALUES OF S3274 /COM275 NSORT,S,3,1,0,2,SEL276 PRNSOL,S,PRIN277 NUSORT278 /COM279 /COM-280 /COMN281 /COM=282 /COM LCASE 6283 /COM284 LCFILE,6285 LCASE,6286 ESEL,TYPE,2287 NELEM288 /COM289 /COMN-290 /COM OMAXIMUM VALUES OF SX291 /COM292 NSORT,S,X,0,0,2,SEL293 PRNSOL,S294 NUSORT295 /COM296 /COMN-297 /COM MINIMUM VALUES OF SX

298 /COM299 NSORT,S,X,1,0,2,SEL300 PRNSOL,S301 NUSORT302 /COM303 /COMN-304 /COM MAXIMUM VALUES OF SZ

305 /COM306 NSORT,S,Z,0,0,2,SEL307 PRNSOL,S308 NUSORT309 /COM310 /COMN-311 /COM MINIMUM VALUES OF SZ

312 /COM313 NSORTS,Z,1,0,2,SEL314 PRNSOL,S315 /COM316 /COM317 /COMN-318 /COM MAXIMUM VALUES OF S1

319 NSORT,S,1,0,0,2,SEL320 PRNSOL,S,PRIN

Sheet 9 of 47Fr_ E ENERCON

SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

321 NUSORT322 /COM323 /COM…324 /COM MINIMUM VALUES OF S3325 /COM326 NSORTS,3,1,0,2,SEL327 PRNSOL,S,PRIN328 NUSORT329 /COM330 /COM…331 /COM…332 /COM=333 /COM LCASE 7334 /COM335 LCFILE,7336 LCASE,7337 ESEL,TYPE,2338 NELEM339 /COM340 /COMN341 /COM MAXIMUM VALUES OF SX342 /COM343 NSORT,S,X,0,0,2,SEL344 PRNSOL,S345 NUSORT346 /COM347 /COMN348 /COM MINIMUM VALUES OF SX349 /COM350 NSORT,S,X,1,0,2,SEL351 PRNSOL,S352 NUSORT353 /COM354 /COMN355 /COM MAXIMUM VALUES OF SZ356 /COM357 NSORT,S,Z,0,0,2,SEL358 PRNSOL,S359 NUSORT360 /COM361 /COMN…362 /COM MINIMUM VALUES OF SZ363 /COM364 NSORT,S,Z,1,0,2,SEL365 PRNSOL,S366 /COM367 /COM368 /COMN-369 /COM MAXIMUM VALUES OF S1370 /COM371 NSORT,S,1,0,0,2,SEL372 PRNSOL,S,PRIN373 NUSORT374 /COM375 /COMN…376 /COM MINIMUM VALUES OF S3377 /COM

Sheet 10 of 47F_ ktENERCON


378 NSORT,S,3,1,0,2,SEL379 PRNSOL,S,PRIN380 NUSORT381 /COM382 /COM383 /COM384 /COMlvi385 /COM LCASE 8386 /COM387 LCFILE,8388 LCASE,8389 ESEL,TYPE,2390 NELEM391 /COM392 /COM393 /COM MAXIMUM VALUES OF SX394 /COM395 NSORT,S,X,0,0,2,SEL396 PRNSOL,S397 NUSORT398 /COM399 /COM400 /COM MINIMUM VALUES OF SX401 /COM402 NSORT,S,X,1,0,2,SEL403 PRNSOL,S404 NUSORT405 /COM406 /COM407 /COM MAXIMUM VALUES OF SZ408 /COM409 NSORT,S,Z,0,0,2,SEL410 PRNSOL,S411 NUSORT412 /COM413 /COM414 /COM MINIMUM VALUES OF SZ415 /COM416 NSORT,S,Z,1,0,2,SEL417 PRNSOL,S418 /COM419 /COM420 /COMN421 /COM MAXIMUM VALUES OF SI422 /COM423 NSORTS,1,0,0,2,SEL424 PRNSOL,S,PRIN425 NUSORT426 /COM427 /COM428 /COM MINIMUM VALUES OF S3429 /COM430 NSORT,S,3,1,0,2,SEL431 PRNSOL,S,PRIN432 NUSORT433 /COM434 /COM

rgV'-2 Sheet 11 of 47F_ ENERCON


435 /COM436 /COM…437 /COM LCASE 9

438 /COM439 LCFILE,9440 LCASE,9441 ESEL,TYPE,2442 NELEM443 /COM444 /COM445 /COM MAXIMUM VALUES OF SX446 /COM447 NSORTS,X,0,0,2,SEL448 PRNSOL,S449 NUSORT450 /COM451 /COM452 /COM MINIMUM VALUES OF SX

453 /COM454 NSORTS,X,1,0,2,SEL455 PRNSOL,S456 NUSORT457 /COM458 /COM459 /COM MAXIMUM VALUES OF SZ

460 /COM461 NSORT,S,Z,0,0,2,SEL462 PRNSOL,S463 NUSORT464 /COM465 /COM466 /COM MINIMUM VALUES OF SZ467 /COM468 NSORT,S,Z,1,0,2,SEL469 PRNSOL,S470 /COM471 /COM472 /COM

473 /COM MAXIMUM VALUES OF SI474 /COM475 NSORT,S,1,0,0,2,SEL476 PRNSOL,S,PRIN477 NUSORT478 /COM479 /COM480 /COM MINIMUM VALUES OF S3

481 /COM482 NSORTS,3,1,0,2,SEL483 PRNSOL,S,PRIN484 NUSORT485 /COM486 /COM487 /COM488 /COM

489 /COM LCASE 10

490 /COM491 LCFILE,10

Sheet 12 of 47E 1 ENERCON

ISERVICES INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

492 LCASE,10493 ESEL,TYPE,2494 NELEM495 /COM496 /COM497 /COM MAXIMUM VALUES OF SX498 /COM499 NSORT,S,X,0,0,2,SEL500 PRNSOL,S501 NUSORT502 /COM503 /COMN504 /COM MINIMUM VALUES OF SX

505 /COM506 NSORT,S,X,1,0,2,SEL507 PRNSOL,S508 NUSORT509 /COM510 /COM511 /COM MAXIMUM VALUES OF SZ512 /COM513 NSORT,S,Z,0,0,2,SEL514 PRNSOL,S515 NUSORT516 /COM517 /COM=518 /COM MINIMUM VALUES OF SZ519 /COM520 NSORT,SZ,1,0,2,SEL521 PRNSOL,S522 /COM523 /COM524 /COMN525 /COM MAXIMUM VALUES OF S1526 /COM527 NSORT,S,1,0,0,2,SEL528 PRNSOL,S,PRIN529 NUSORT530 /COM531 /COMN532 /COM MINIMUM VALUES OF S3

533 /COM534 NSORT,S,3,1,0,2,SEL535 PRNSOL,SPRIN536 NUSORT537 /COM538 /COMN539 /COM540 /COM

541 /COM LCASE 11542 /COM543 LCFILE,11544 LCASE,11545 ESEL,TYPE,2546 NELEM547 /COM548 /COMN

gEM Sheet 13 of 47E- Y ENERCONSNC. Appendix SPad-TH to Calculation PGE-009-CALC-006

,-7,

549 /COM MAXIMUM VALUES OF SX550 /COM551 NSORT,S,X,0,0,2,SEL552 PRNSOL,S

553 NUSORT554 /COM555 /COMN556 /COM MINIMUM VALUES OF SX

557 /COM558 NSORT,S,X,1,0,2,SEL559 PRNSOL,S560 NUSORT561 /COM562 /COM563 /COM MAXIMUM VALUES OF SZ

564 /COM565 NSORTS,Z,0,0,2,SEL566 PRNSOL,S567 NUSORT568 /COM569 /COM570 /COM MINIMUM VALUES OF SZ

571 /COM572 NSORT,S,Z,1,0,2,SEL573 PRNSOL,S574 /COM575 /COM576 /COM577 /COM MAXIMUM VALUES OF S1

578 /COM579 NSORT,S,1,0,0,2,SEL580 PRNSOL,S,PRIN581 NUSORT582 /COM583 /COM584 /COM MINIMUM VALUES OF S3

585 /COM586 NSORT,S,3,1,0,2,SEL587 PRNSOL,S,PRIN588 NUSORT589 /COM590 /COM

591 /COM592 /COM

593 /COM

594 /COM595 EALL596 NALL597 FINI598 /OUTPUT599 /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 ENERCONEA 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)




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 = 11SUBSTEP = 1TIME/FREQ = 11.000


934110212

166339224

48

1210

3674657

(CARTESIAN)


PRINT HEADERDO NOT PRINT

DO NOT PRINTDO NOT PRINTPRINT COLUMNDO NOT PRINT

1

SUBTITLE(S)LOAD STEP IDNOTE LINE(S)HEADER LABELSREPORT 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



F11- Sheet 15 of 47FEH ENERCON

F I: ~ S ~ INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

* WARNING *** CP= 0.751 TIME= 17:39:46The current solution may have been produced using different model orboundary condition data than is currently stored. POSTi results maybe 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 currentdisplacement and force boundary conditions in the database with thevalues from the results file for that load set. Note that any

subsequent solutions will use these values unless action is taken toeither 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 =


1 COMPLEX= 0


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 FROM1870 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 NODE1



Sheet 16 of 47Fh AdENERCONE 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 -10.374839 36.169 -0.55461 3.5067 0.44242 1.3791 -14.486

NODE SORT REMOVED

MINIMUM VALUES OF SX ==-




* ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1ANSYS/Mechanical U




2817 -122.86 -369.93 -117.39 126.93 121.38 -17.9682837 -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






2659 -31.149 -0.94337 35.296 0.70818 -0.64952 -5.80412658 -38.529 -0.98118 35.263 0.49591 -0.59618 -3.5070

NODE SORT REMOVED

MINIMUM VALUES OF SZ --

F i 3| ENERCONE _ SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

wlne.; -

Sheet 17 of 47

SORT ON ITEM=S COMPONENT=Z


PRINT S NODAL SOLUTION PER NODE

1

ORDER= 1 KABS= 0 NMAX= 2


ANSYS/Mechanical U

00245050 VERSION=INTEL NT 17:39:47 JUN 10, 2002 CP=


1.462

NODE SX2817 -122.86

26 -97.821

SY

-369.93-0.91153

Sz-117.39-116.86

SXY126.930.60227

SYZ121.380.20793

SXz-17.9680.20342E-01

MAXIMUM VALUES OF S1 ==…

SORT ON ITEM=S COMPONENT=1





ANSYS/Mechanical U00245050 VERSION=INTEL NT 17:39:47 JUN 10, 2002 CP=


1.482

NODE S1626 49.092

2663 48.952

NODE SORT REMOVED

S211.20316.391

S3-1.8546-1.7938

SINT50.94650.746

SEQV45. 83444.531

MINIMUM VALUES OF S3 =-





***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1ANSYS/Mechanical U

Sheet 18 of 47

r- : ENERCONF-, ,SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

00245050 VERSION=INTEL NT


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

3755



1 COMPLEX= 0





2376 NODES (OF 10212 DEFINED) SELECTED FROM

1870 SELECTED ELEMENTS BY NELE COMMAND.


SORT ON ITEM=S COMPONENT=X



1





2.123

SXz-10.305-13.858

NODE824825

NODE SORT

SX

229.29229.08

REMOVED

SY-0.48006

-1. 2877

Sz204.71220.60

SXY0. 604140.58166

SYZ1.36581.2315

Fr ENERCON

3SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006t-1 -

Sheet 19 of 47

MINIMUM VALUES OF SX




1





2.143

NODE SX1720 -241.70

71 -241.67

NODE SORT REMOVED

SY-1. 2937

-0.79466

SZ-227.96-256.24

SXY1.25221. 5684

SYZ15.719

0.55897

SXz-0.47426-0.78080E-02

MAXIMUM VALUES OF SZ --




1





2.153


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 ==-





E::1A ENERCONI SERVICESIC,INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

* ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1ANSYS/Mechanical U00245050 VERSION=INTEL NT 17:39:48 JUN 10, 2002 CP=


Sheet 20 of 47

2.173

NODE7178

SX-241.67-241.21

SY-0.79466-0.87746

Sz-256.24-256.22

SXY1.56843.1812

SYZ0.558970. 55601

SXz-0.78080E-02-0.15628E-01

MAXIMUM VALUES OF S1








2.183

NODE S1 S2 S3 SINT SEQV625 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








2.203

NODE Si S2 S3 SINT SEQV

m-1f-6

FW.3Sheet 21 of 47

ENERCON


2817 -18.7812818 15.565

-168.99-118.42

-613.35-494.47

594.57510.03

535.50457.98

NODE SORT REMOVED

LCASE 3 =


1 COMPLEX= 0






MAXIMUM VALUES OF SX ==-






NODE824823

SX351.46351.03

SY-0.63540-1. 0066

SZ328.21314.64

SXY0. 428800. 44491

SYZ1. 4027

0.75155

SXZ-11.366-7.8367

NODE SORT REMOVED



Sheet 22 of 47rE T ENERCON

t - SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006



1


ANSYS/Mechanical U




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 ==-








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 -






Fh - ENERCON9r A SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

Sheet 23 of 47


NODE6668

SX

-289.71-295.49

SY-1. 3262

-0.79412

Sz-313.22-313.13

SXY17.57410.264

SYZ0. 509390.56197

SXz-0.15102-0.88522E-01

MAXIMUM VALUES OF S1 =--







2 .864

NODE S1625 371.00624 365.79

NODE SORT REMOVED

S2334.24327.61

S3-4.1138-3.2218

SINT375.11369.01

SEQV358.15351.48

MINIMUM VALUES OF S3 ==…







2.874

NODE Si S2 S3 SINT SEQV2817 -13.156 -199.33 -701.21 688.05 616.422818 50.836 -105.30 -549.60 600.44 539.59

NODE SORT REMOVED

Sheet 24 of 47F_ J k ENERCON

Et SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

LCASE 4 --



1 COMPLEX= 0











1





3.475

SXz-13.412-10.068

NODE SX825 503.88824 503.03

NODE SORT REMOVED

SY

-0.38527-0.94352

Sz504.94484 . 92

SXY0.205590.24377

SYZ2.05481. 0997







Fr % I;] ENERCON

HISERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

Sheet 25 of 47

ANSYS/Mechanical U00245050 VERSION=INTEL NT


17:39:49 JUN 10, 2002 CP= 3.485

SXz-0.82113-0.65502

NODE SX1720 -469.891718 -469.61

NODE SORT REMOVED

SY-0. 84795-1. 2413

Sz-444.92-460.87

SXY1.31071.3487

SYZ14 .60916. 515

MAXIMUM VALUES OF SZ --








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 ==…








3.525

NODE7178

SX

-469.20-468.45

SY-0.94004-1.0518

Sz-492.78-492.74

SXY1. 62563.3168

SYZ0.586840.58393

SXz-0.16064E-01-0.32108E-01

FS 1 ENERCONSERVICES, 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




ANSYS/Mechanical U00245050 VERSION=INTEL NT 17:39:49 JUN 10, 2002 CP= 3 . 535


NODE825625

S1517.84517.76

S2491.00485.86

S3-0.39376-7.4370

SINT518.23525.20

SEQV505.35510.00

NODE SORT REMOVED

MINIMUM VALUES OF S3 ==…




1


ANSYS/Mechanical U00245050 VERSION=INTEL NT 17:39:49 JUN 10, 2002 CP= 3. 555


NODE28172818

S146.702142.68

S2-264.42-121.92

S3-908.92-680.04

SINT955.63822.72

SEQV844.22727.46

NODE SORT REMOVED

LCASE 5


F.- SEX] ENERCON

r ;; SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

Sheet 27 of 47











1





4.136

NODE SX825 524.66824 522.88

NODE SORT REMOVED

SY-0.15934

-1. 1105

Sz532.28509.22

SXY SYZ0.96681E-01 2.72870.13774 0.83792

SXz-11.198-8.2756

MINIMUM VALUES OF SX =-




1





4.146

F. ENERCON

9 z_1 SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-0061-2011-t"67

NODE SX72 -567.62

1721 -567.60

NODE SORT REMOVED

SY

-2.2889-2.2961

Sz-594.04-593.83

SXY1.13211.1279

SYZ0.508361.0075

-

Sheet 28 of 47

SXz-0.12745E-01-0.25813E-01

MAXIMUM VALUES OF SZ








4.166

SXz-3.5650-2.1198

NODE SX769 492.34755 487.62

NODE SORT REMOVED

SY0.892420.80200

Sz537.49537.39

SXY0.377250. 23730

SYZ2.75402.7740

MINIMUM VALUES OF SZ ==…




1





4.176

SXz-0.12745E-01-0.25294E-01

NODE7277

SX

-567. 62-566.83

SY-2.2889-2.0157

Sz-594.04-593.94

SXY1.13212. 3383

SYZ0.508360. 50349


F_ B'e ENERCONa SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

Sheet 29 of 47







NODE825811

S1540.31539.16

S2516.65511.79

S3-0.17337

0. 78294

SINT540.48538.38

SEQV529.05525.23

NODE SORT REMOVED

MINIMUM VALUES OF S3 =







NODE28172818

S185.453198.07

S2-289.70-121.50

S3-1004 .6-733.00

SINT1090.1931.08

SEQV959.20819.44

NODE SORT REMOVED

LCASE 6



1 COMPLEX= 0



I I SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006





MAXIMUM VALUES OF SX




1



ANSYS/Mechanical U



4.807


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


SXz-9. 9106-7.2725




1





4.827

NODE SX72 -615.81

1721 -615.77

NODE SORT REMOVED

SY-7.2456-6. 5448

SZ-643.89-643.65

SXY SYZ-0.83746E-01-0.306090.30058E-01-0.40303

SXZ-0.37858E-01-0.82076E-01

ENERCON


Sheet 31 of 47









4.837

SXz-3.1926-1. 8918

NODE SX769 460.60755 456.23

NODE SORT REMOVED

SY0. 932790.79105

SZ504.39504.23

SXY0.360530.21378

SYZ3.02693.0459

MINIMUM VALUES OF SZ







4.857

NODE72

1721

SX

-615.81-615.77

SY-7.2456-6. 5448

SZ-643 .89-643.65

SXY SYZ-0.83746E-01-0.306090.30058E-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=



2


ENERCON


Sheet 32 of 47

ANSYS/Mechanical U00245050 VERSION=INTEL NT


17:39:50 JUN 10, 2002 CP= 4.867

NODE S12710 513.792709 513.05

NODE SORT REMOVED

S2-118.56-109.12

S3-194.25-164.74

SINT708.04677.80

SEQV673.39651.77





1





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 =--


1 COMPLEX= 0

COPY LOAD

ESEL FOF

1870

SELECT

23761870

) 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 FROMSELECTED 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







ANSYS/Mechanical U



5.488


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


SXz-9.6111-7.1064








5.508

NODE SX SY SZ SXY SYZ72 -624.43 -9.8362 -652.83 -0.71112 -0.703,

1721 -624.34 -9.0479 -652.52 -0.59278 -1.16!

NODE SORT REMOVED


757SXz

-0.29655E-01-0.74398E-01

SORT ON ITEM=S

SORT COMPLETED FOR

COMPONENT=Z

2 VALUES.


ENERCON

SERVICES, INC. Appendix SPad-THI to Calculation PGE-009-CALC-006



ANSYS/Mechanical U




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








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








Sheet 34 of 47

5.518

SXz-3.1942-4.7982

5.538

SXz-0.29655E-01-0.74398E-01

5.548


I 1 SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

NODE27102709

Si515.60511.80

S2-122.36-110.60

S3-198.37-166.45

SINT713.97678.25

SEQV679.17652.12

NODE SORT REMOVED





1




NODE28172818

S1100.46221.66

S2-301.49-119.17

S3-1064.1-764.24

SINT1164.5985.89

SEQV1024.5867.25

NODE SORT REMOVED

LCASE 8 =



1 COMPLEX= 0







=MAXIMUM VALUES OF SX


F- me AI ENERCON

'A61 SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

Sheet 36 of 47








6.159

SXz-9.6801-7.4075


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 --




1





6.179

SXz-0.11804-0.21571

At tt7

NODE SX SY SZ 6XY SYL72 -607.39 -17.575 -636.39 -2.4128 -2.25:

1721 -607.21 -14.395 -636.28 -1.9613 -3.51,

NODE SORT REMOVED


2041






ANSYS/Mechanical U

F ENERCON

E 3- SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006rig,Sheet 37 of 47

00245050 VERSION=INTEL NT


17:39:52 JUN 10, 2002 CP= 6.189

SXz-3.4673-5. 0865


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





1





6.209

SXZ-0.11804-0.21571

NODE72

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 ==-




1





6.219

NODE S12710 477.632709 467.71

NODE SORT REMOVED

S2-122.97-105.01

S3-196.12-157.98

SINT673.75625.69

SEQV640.32600.96

F 5 l ENERCONM. 2 nSERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006

br>~rCt*

Sheet 38 of 47

MINIMUM VALUES OF S3 ==-




1





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.604


1 COMPLEX= 0



1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL C(




)MMAND.

2JMAX=SORT ON ITEM=S COMPONENT=X


PRINT S * NODAL SOLUTION PER NODE1

ORDER= 0 KABS= 0 L

Ff J b ENERCONSERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006


ANSYS/Mechanical U



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 =-

726 8








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


5837

SXz-0.24558-0.3 9967








6.860

NODE SX SY SZ SXY syz SXZ

EwRCO Sheet 40 of 47F..A-byENERCON


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









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 =




1




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 =


Sheet 41 of 47vrs'F As~ ENERCON

Adz, SERVICES, INC.' Appendix SPad-TH to Calculation PGE-009-CALC-006



1




6.910

NODE S1 S2 S3 SINT SEQV2817 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



1 COMPLEX= 0



1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL C(




OMMAND.

2nMAX=SORT ON ITEM=S COMPONENT=X



ORDER= 0 KABS= 0 I




7.501

-ZSheet 42 of 47F 1 T ENERCON

rI SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006


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





1


ANSYS/Mechanical U




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 =-




1


ANSYS/Mechanical U




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-00601N-M

Sheet 43 of 47









7.551

SXZ1. 84543.1527

NODE SX113 -464.18122 -445.21

SY-65.322-38.351

Sz-497.51-484.09

SXY-2.29080.92143

SYZ-2.4172-3.9081

MAXIMUM VALUES OF S1 -…







7.571

NODE S1 S2 S3 SINT SEQV2710 150.35 -74.810 -121.40 271.75 251.712709 143.59 -47.116 -73.982 217.57 205.46

NODE SORT REMOVED





1


; i ENERCON

a J SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006


ANSYS/Mechanical U



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 ==============

1L534



1 COMPLEX= 0



1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL CC





)MMAND.

24MAX=SORT ON ITEM=S COMPONENT=X



1

ORDER= 0 KABS= 0 I




8.172

SXz-8.0877-10. 570

NODE

921922

Sx75. 07874.989

SY-12.149-12.298

Sz32. 16939.384

SXY-2.7544-2.9648

SYZ6. 61588.3553

F_ fi By ENERCON

1 SERVICES, INC Appendix SPad-TH to Calculation PGE-009-CALC-006iP 1'--! 11

Sheet 45 of 47

NODE SORT REMOVED








8.192

SXZ2.32254.3730

NODE SX113 -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 =




1





8.202

SXZ-7.8110-5.4221

NODE SX638 29.023639 22.974

NODE SORT REMOVED

SY-13. 965-13 .865

SZ70.24570.196

SXY4.70073.4784

SYZ1.67321. 9116


SORT ON ITEM=S

SORT COMPLETED FOR

COMPONENT=Z

2 VALUES.


F1 :by ENERCON

lrt.- 2 SERVICES, INC. Appendix SPad-TH to Calculation PGE-009-CALC-006.-

Sheet 46 of 47




8.222

SXz2.32253.9910

NODE113122

SX

-442.93-420.06

SY-78. 846-47.578

Sz-469.82-453.50

SXY-2.67570.23857

SYZ-2.8598-4.8796








8.232

NODE S1 S2 S3 SINT SEQV634 83.847 52.589 -24.371 108.22 96.465923 80.406 43.124 -11.053 91.459 79.655

NODE SORT REMOVED






I



8.252

RCO Sheet 47 of 47F_ byENERCONE 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


10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.


***** ROUTINE COMPLETED ***** CP = 8.252


NUMBER OF WARNING MESSAGES ENCOUNTERED= 2

NUMBER OF ERROR MESSAGES ENCOUNTERED= 0

--------------------------------------------------------------------------- *

l…l

ANSYS RUN COMPLETED

I--------------------------------------------------------------------------


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………*


I SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006_ A_0-

Originator:Date:Revised:

S. C. TumminelliSeptember 20, 2002March 3, 2003 I

Appendix FPad-TH

This Appendix presents the ANSYS output file documenting the pad internal forces for the constrainedmodel thermal stress analysis.

Sheet 2 of 91F1, K ENERCON

E 2 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

ANSYS/Mechanical U

_____________________________________________________________

l…l


l…l_____________________________________________________________

* ANSYS 6.1 NOTICES *

**



* the United States. *

* *

* *

* U.S. GOVERNMENT RIGHTS *

* *





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

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

* *




* OF SAS IP, INC. *

********************* ******************************************

************************************* **************************

* The Program also contains the following licensed software: *

* PCGLSS: Linear Equations Solver *

* *



* All Rights Reserved. *

* *


* Ph (217)244-7875 *

* Fax (217)244-7874 *

* *






* *** ** ** ** ***** ** ** ***** * *** ***** ** ** **** ** *** *** ******* *** *** *

F:t d ENERCON

. SERVICES, INC.alasmi-

Sheet 3 of 91

Appendix FPad-TH to Calculation PGE-009-CALC-006


ANSYS COMMAND LINE ARGUMENTS *

INITIAL JOBNAME = PAD-THBATCH MODE REQUESTED = LISTMEMORY REQUESTED (MB) = 800DATABASE SIZE REQUESTED (MB) = 250

*** WARNING *** CP= 0.170 TIME= 17:41:29Use of the -M switch is no longer recommended for normal ANSYS use.



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

123456789

1011121314151617181920212223242526272829303132333435

/com,/COM/com/com,/com,

This routine processes load results data for theevaluation of pad internal forces and moments

/com

/com

/file,Pad-Thresume

/HEADER,ON,OFF,OFF,OFF,ON,OFF/postleallnall/com/com **********************************************************/com ******************** LOAD CASE 1 ************************

lcfile,llcase,1/COM/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS

/com/com/comesel,type,nelem/ com/com

Select all nodes in pad only

2

select strip Z direction x = 0 to 204 Lines C to D

/comnselr,loc,x, -0.1,204.1enode,1/com/com internal forces at Z = 0.0/com

LINE 5 1/2

Sheet 4 of 91Fa ]ENERCON

F SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

36373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384

8586878889909192

nsel,r,loc,z,-0.1,0.1spoint,,102,-48.0,0.0fsum/com next strip x = 204 to 408 Lines D to E

/com/com Select all nodes in pad only

/comesel,type,2nelem/com/com select strip Z direction

/comnsel,r,loc,x,203.9,408.1enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2

/comnsel,r,loc,z,-0.1,0.1spoint,,306,-48.0,0.0fsum

/com *****************************/com/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS

/COM/com Select all nodes in pad only

/comesel,type,2

nelem/com/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6

/comnsel,r,loc,z,-0.1,102.1enode,1/com/com internal forces at x = 0.0 LINE C

/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,51.0fsumnelem/com/com next strip z = 102 to 306 Lines 6 to 7

/com/com/com Select all nodes in pad only

/comesel,type,2nelem

/com/com select strip x direction z = 102 to 306

/comnsel,r,loc,z,101.9,306.1enode,1/com/com internal forces at x = 0.0 LINE C

/com


SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

93949596979899

100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149

nsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,204.0fsumnelem/com/com next strip z = 306 to 510 Lines 7 to 8


/comesel,type,2nelem/com/com select strip x direction z = 306 to 510

/comnsel,rloc,z,305.9,510.1enode,l/com/com internal forces at x = 0.0 LINE C

/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,408.0fsumnelem/com/com next strip z = 510 to 630 Lines 8 to 10



/comnsel,r,loc,z,509.9,630.1enode,l/com/com internal forces at x = 0.0 LINE C

/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,570.0fsumeallnall/com/com/com * LOAD CASE 2 *

lcfile,2lcase,2/COM/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS



F_ E5' ENERCON

f. SERVICES, INC- Appendix FPad-TH to Calculation PGE-009-CALC-006

Sheet 6 of 91

150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197

198199200201202203204205206

/com/com select strip Z direction x = 0 to 204 Lines C to D/comnsel,r,loc,x,-0.1,204.1enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2/comnsel,r,loc,z,-0.1,0.1spoint,,102,-48.0,0.0fsum/com next strip x = 204 to 408 Lines D to E/com/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip Z direction/comnsel,r,loc,x,203.9,408.1enode,1/com/com internal forces at Z 0.0 LINE 5 1/2/comnsel,r,loc,z,-0.1,0.1spoint,,306,-48.0,0.0fsum/com **********************************************************/com **********************************************************/com/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS/COM/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6

/comnsel,r,loc,z,-0.1,102.1enode,1/com/com internal forces at x = 0.0 LINE C/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,51.0fsumnelem/com/com next strip z = 102 to 306 Lines 6 to 7/com/com/com Select all nodes in pad only/comesel,type,2nelem

ENERCONSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

207 /com208 /com select strip x direction z = 102 to 306209 /com210 nsel,r,loc,z,101.9,306.1211 enode,1212 /com213 /com internal forces at x = 0.0 LINE C214 /com215 nsel,r,loc,x,-0.1,0.1216 spoint,,0.0,-48.0,204.0217 fsum218 nelem219 /com220 /com next strip z = 306 to 510 Lines 7 to 8221 /com222 /com223 /com Select all nodes in pad only224 /com225 esel,type,2226 nelem227 /com228 /com select strip x direction z = 306 to 510

229 /com230 nsel,r,loc,z,305.9,510.1231 enode,1232 /com233 /com internal forces at x = 0.0 LINE C234 /com235 nsel,r,loc,x,-0.1,0.1236 spoint,,0.0,-48.0,408.0237 fsum238 nelem239 /com240 /com next strip z = 510 to 630 Lines 8 to 10241 /com242 /com243 /com Select all nodes in pad only244 /com245 esel,type,2246 nelem247 /com248 /com select strip x direction z = 510 to 630249 /com250 nsel,rloc,z,509.9,630.1251 enode,1252 /com253 /com internal forces at x = 0.0 LINE C

254 /com255 nsel,rloc,x,-0.1,0.1256 spoint,,0.0,-48.0,570.0

257 fsum258 eall259 nall260 /com261 /com **********************************************************

262 /com * LOAD CASE 3 ************************

263 lcfile,3

Sheet 7 of 91

F 3 ENERCONE ISRIEIC Appendix E;Pad-TH to Calculation PGE-009-CALC-006

Sheet 8 of 91

264265266267268269270271272273274275276277278279280281282283284285286287288289290291292293294295296297298299300301302303304305306307308309310311312313314315316317318319320

lcase, 3/COM/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS

/com/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip Z direction x = 0 to 204 Lines C to D/comnselr,loc,x,-0.1,204.1enode,1/com/com internal forces at Z = 0.0/comnsel,r,loc,z,-0.1,0.1spoint,,102,-48.0,0.0fsum

LINE 5 1/2

/ com/com/com/comesel,type,nelem/com/com

next strip x = 204 to 408 Lines D to E


2

select strip Z direction/comnsel,r,loc,x,203.9,408.1enode,1/com/com internal forces at Z = 0.0/com

LINE 5 1/2

nsel,r,loc,z,-0.1,0.1spoint,,306,-48.0,0.0fsum/com **********************************************************/com ******* ****************************************/com/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS

/COM/ com/com


esel,type,2nelem/com/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6/comnsel,r,loc,z,-0.1,102.1enode,1/com/com internal forces at x = 0.0 LINE C

/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,51.0fsumnelem

ENERCONE " aSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

Sheet 9 of 91

321322323324325326327328329330331332333334335336337338339340341342343344345346347348349350351352353354355356357358359360361362363364365366367368369370371372373374375376377

/com/com next strip z =

/com/com/com Select all nod/comesel,type,2nelem/com/com select strip x/comnsel,r,loc,z,101.9,306.1enode,1/com/com internal force/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,204.0fsumnelem/com/com next strip z =/com/com/com Select all nod/comesel,type,2nelem/com/com select strip x/comnsel,r,loc,z,305.9,510.1enode,1/com/com internal force/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,408.0fsumnelem/com/com next strip z =

/com/com/com Select all nod./comesel,type,2nelem/com/com select strip x/comnsel,r,loc,z,509.9,630.1enode,1/com/com internal force,/comnsel,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


s at x = 0.0 LINE C

510 to 630 Lines 8 to 10

es in pad only


s at x = 0.0 LINE C


E: 3 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

378379380381382383384385386387388389390391392393394395396397398399400401402403404405406407408409410411412413414415416417418419420421422423424425426427428429430431432433434

spoint,,0.0,-48.0,57 0.0

fsumeallnall/com/comr/com * LOAD CASE 4 *


/com/com/comesel,type,nelem/com/com


2


/comnsel,r,loc,x,-0.1,20 4 .1

enode,1/com/com internal forces at Z = 0.0

/comnsel,r,loc,z,-0.1,0.1spoint,,102,-48.0,0.0

LINE 5 1/2

f sum/com/com/ com



/comeseltype,2nelem/com/com select strip 2

/comnsel,r,loc,x,203.9,408.1

enode,1/com/com internal forc(

Z direction

es at Z = 0.0 LINE 5 1/2

/comnsel,r,loc,z,-0.l,0.lspoint,,306,-48.0,0.0fsum/comr/com *****************************

/com/COM/COM/com

SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS


/ comesel,type,2nelem/com/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6

/cormnsel,r,loc,z,-0.1,10

2 .1

F- ' ENERCON


Sheet 11 of 91

435436437438439440441442443444445446447448449450451452453454455456457458459460461462463464465466467468469470471472473474475476477478479480481482483484485486487488489490491

enode, 1/com/com internal force/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,51.0fsumnelem/com/com next strip z =

/com/com/com Select all nod/comesel,type,2nelem/com/com select strip x/comnsel,r,loc,z,101.9,306.1enode,1/com/com internal force/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,204.0

fsumnelem/com/com next strip z =

/com/com/com Select all nod/comesel,type,2nelem/com/com select strip x/comnsel,r,loc,z,305.9,510.1enode,1/com/com internal force/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,408.0fsumnelem/com/com next strip z =

/com/com/com Select all nod/comesel,type,2nelem/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 91F-r ENERCON

SERVICES, INC- Appendix FPad-TH to Calculation PGE-009-CALC-006

492493494495496497498499500501502503504505506507508509510511512513514515516517518519520521522523524525526527528529530531532533534535536537538539540541542543544545546547548

/com select strip x direction z = 510 to 630

/comnsel,rloc,z,509.9,630.1enode,1/com/com internal forces at x 0.0 LINE C

/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,570.0fsumeallnall/com/com */com * LOAD CASE 5 *



/comesel,type,2nelem/com/com select strip Z direction x = 0 to 204 Lines C to D

/comnsel,r,loc,x,-0.1,204.1enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2

/comnsel,r,loc,z,-0.1,0.1spoint,,102,-48.0,0.0fsum/com next strip x = 204 to 408 Lines D to E/com/com Select all nodes in pad only


/comnselr,loc,x,203.9,408.1enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2

/comnsel,r,loc,z,-0.1,0.1spoint,,306,-48.0,0.0fsum/comr/comr/com/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS

/COM

Fk 7

549550551552553554555556557558559560561562563564565566567568569570571572573574575576577578579580581582583584585586587588589590591592593594595596597598599600601602603604605

I



/com Select all nod/comesel,type,2nelem/com/com select strip x/comnsel,r,loc,z,-0.1,102.1enode,l/com/com internal force/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,51.0fsumnelem/com/com next strip z =

/com/com/com Select all nod/comesel,type,2nelem/com/com select strip x/comnsel,r,loc,z,101.9,306.1enode,1/com/com internal force/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,204.0fsumnelem/com/com next strip z =

/com/com/com Select all nod/comesel,type,2nelem/com/com select strip x/comnsel,rloc,z,305.9,510.1enode,l/com/com internal force/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,408.0fsumnelem/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


-F .go 13 J

C m 35,;



606607608609610611612613614615616617618619620621622623624625626627628629630631632633634635636637638639640641642643644645646647648649650651652653654655656657658659660661662

/com next strip z = 510 to 630 Lines 8 to 10/com/com/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip x direction z = 510 to 630/comnsel,r,loc,z,509.9,630.1enode,1/com/com internal forces at x = 0.0 LINE C/comnsel,r,loc,x,-0.1,0.1spoint_,0.0,-48.0,570.0fsumeallnall/com/com **********************************************************/com * LOAD CASE 6 ************************lcfile,6lcase,6/COM/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS/com/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip Z direction x = 0 to 204 Lines C to D/comnsel,r,loc,x,-0.1,204.1enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2/comnsel,r,loc,z,-0.1,0.1spoint,,102,-48.0,0.0fsum/com next strip x = 204 to 408 Lines D to E/com/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip Z direction/comnsel,r,loc,x,203.9,408.1enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2/com

F--N v.-'- V.f

1_ IF~



663664665666667668669670671672673674675676677678679680681682683684685686687688689690691692693694695696697698699700701702703704705706707708709710711712713714715716717718719

nsel,r,loc,z,-0.1,0.1spoint,,306,-48.0,0.0fsum/com ********************************************************/comr/com/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS/COM/com Select all nodes in pad only

/comesel,type,2nelem/com/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6

/comnselr,loc,z,-0.1,102.1enode,1/com/com internal forces at x = 0.0 LINE C/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,51.0fsumnelem/com/com next strip z = 102 to 306 Lines 6 to 7/com/com/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip x direction z = 102 to 306/comnsel,r,loc,z,l01.9,306.1enode,1/com/com internal forces at x = 0.0 LINE C/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,204.0fsumnelem/com/com next strip z = 306 to 510 Lines 7 to 8/com/com/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip x direction z = 306 to 510/comnsel,r,loc,z,305.9,510.1enode,l

Sheet 16 of 91FW ' iENERCON

1 ' SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

720721722723724725726727728729730731732733734735736737738739740741742743744745746747748749750751752753754755756757758759760761762763764765766767768769770771772773774775776

/com/com internal forces at x = 0.0 LINE C

/comnsel,r,loc,x,-0.1,0.lspoint,,0.0,-48.0,408.0fsumnelem/com/com next strip z = 510 to 630 Lines 8 to 10



/comnsel,rloc,z,509.9,630.1enode,1/com/com internal forces at x = 0.0 LINE C

/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,570.0fsumeallnall/com/com **********************************************************

/com * LOAD CASE 7 *




/com/com select strip Z direction x = 0 to 204 Lines C to D

/comnsel,r,loc,x,-0.l,204 .l

enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2

/comnsel,r,loc,z,-0.1,0.1spoint,,102,-48.0,0.0fsum/com next strip x = 204 to 408 Lines D to E



river�� 'km_""� I,rm 4-!�' 1�Vr7i

m



777778779780781782783784785786787788789790791792793794795796797798799800801802803804805806807808809810811812813814815816817818819820821822823824825826827828829830831832833

/com/com select strip Z direction

/comnsel,r,loc,x,203.9,408.1enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2/comnsel,r,loc,z,-0.1,0.1spoint,,306,-48.0,0.0fsum/com *********************************************************/com **********************************************************/com/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS

/COM/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6

/comnsel,r,loc,z,-0.1,102.1enode,1/com/com internal forces at x = 0.0 LINE C/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,51.0fsumnelem/com/com next strip z = 102 to 306 Lines 6 to 7/com/com/com Select all nodes in pad only


/comnsel,r,loc,z,l01.9,306.1enode,1/com/com internal forces at x = 0.0 LINE C

/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,204.0fsumnelem/com/com next strip z = 306 to 510 Lines 7 to 8/com/com/com Select all nodes in pad only

FISheet 18 of 91

ENERCON


834835836837838839840841842843844845846847848849850851852853854855856857858859860861862863864865866867868869870871872873874875876877878879880881882883884885886887888889890

/comesel,type,2nelem/com/com select strip x direction z = 306 to 510/comnsel,r,loc,z,305.9,510.1enode,l/com/com internal forces at x = 0.0 LINE C/comnselr,loc,x,-0.l,0.lspoint,,0.0,-48.0,408.0fsumnelem/com/com next strip z = 510 to 630 Lines 8 to 10/com/com/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip x direction z = 510 to 630/comnsel,r,loc,z,509.9,630.1enode,1/com/com internal forces at x = 0.0 LINE C/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,570.0fsumeallnall/com/com **********************************************************/com * LOAD CASE 8 *


/com/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip Z direction x = 0 to 204 Lines C to D

/comnsel,r,loc,x,-0.1,204.1enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2

/comnsel,r,loc,z,-0.1,0.1

'IF-iq1

E';_gims*(_



891892893894895896897898899900901902903904905906907908909910911912913914915916917918919920921922923924925926927928929930931932933934935936937938939940941942943944945946947

spoint,,102,-48.0,0.0fsum/com next strip x = 204 to 408 Lines D to E/com/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip Z direction/comnsel,rloc,x,203.9,408.1enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2

/comnsel,r,loc,z,-0.1,0.1spoint,,306,-48.0,0.0fsum/com **********************************************************tcom **********************************************************/com/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS

/COM/com Select all nodes in pad only/comesel,type,2nelem/com/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6




/comnsel,r,loc,z,101.9,306.1enode,1/com/com internal forces at x = 0.0 LINE C

/comnsel,r,loc,x,-0.1,0.1

F.vFFa 'a .



948949950951952953954955956957958959960961962963964965966967968969970971972973974975976977978979980981982983984985986987988989990991992993994995996997998999

10001001100210031004

spoint,,0.0,-48.0,204.0fsumnelem/com/com next strip z = 306 to 510 Lines 7 to 8/com/com/com Select all nodes in pad only

/comesel,type, 2nelem/com/com select strip x direction z = 306 to 510/comnsel,r,loc,z, 305.9,510.1enode,1/com/com internal forces at x = 0.0 LINE C


/comesel,type, 2nelem/com/com select strip x direction z = 510 to 630/comnselr,loc,z,509.9,630.1enode,1/com/com internal forces at x = 0.0 LINE C

/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,570.0fsumeallnall/com/com **********************************************************

/com * LOAD CASE 9 *

lcfile,9lcase,9/COM/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS/com/com Select all nodes in pad only/comesel,type, 2nelem/com

F1__q"1FV"1

0 o213Fi�'



100510061007100810091010101110121013101410151016101710181019102010211022102310241025102610271028102910301031103210331034103510361037103810391040104110421043104410451046104710481049105010511052105310541055105610571058105910601061

/com/comnsel, r, loc

enode, 1/com/com


,x,-0.1,204.1

internal forces at Z = 0.0 LINE 5 1/2/ comnsel,r,loc,z,-0.1,0.1spoint,,102,-48.0,0.0fsum/com next strip x = 204 to 408 Lines D to E

/com/com Select all nod/comesel,type,2nelem/com/com select strip 2/comnsel,r,loc,x,203.9,408.1enode,1/com/com internal force

[es in pad only

Z direction

es at Z = 0.0 LINE 5 1/2

/ comnselr,loc,z,-0.1,0.1spoint,,306,-48.0,0.0fsum/comr/comr/com/COM SECTION THE P/COM/com Select all nc

/comesel,type,2nelem/com

PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS

)des in pad only

/com/comnsel, r, locenode, 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

/comnselr,loc,x,-0.1,0.1spoint,,0.0,-48.0,51.0fsumnelem/com/com next strip z = 102 to 306 Lines 6 to 7/com/com/com Select all nodes in pad only/comesel,type,2nelem/com

Y*Tg Sheet 22 of 91FM ti ENERCON


1062 /com select strip x direction z = 102 to 3061063 /com1064 nsel,rloc,z,101.9,306.11065 enode,l1066 /com1067 /com internal forces at x = 0.0 LINE C1068 /com1069 nsel,r,loc,x,-0.1,0.11070 spoint,,0.0,-48.0,204.01071 fsum1072 nelem1073 /com1074 /com next strip z = 306 to 510 Lines 7 to 81075 /com1076 /com1077 /com Select all nodes in pad only1078 /com1079 eseltype,21080 nelem1081 /com1082 /com select strip x direction z = 306 to 5101083 /com1084 nsel,r,loc,z,305.9,510.11085 enode,11086 /com1087 /com internal forces at x = 0.0 LINE C1088 /com1089 nsel,r,locx,-0.1,0.11090 spoint,,0.0,-48.0,408.01091 fsum1092 nelem1093 /com1094 /com next strip z = 510 to 630 Lines 8 to 101095 /com1096 /com1097 /com Select all nodes in pad only1098 /com1099 esel,type,21100 nelem1101 /com1102 /com select strip x direction z = 510 to 6301103 /com1104 nsel,r,loc,z,509.9,630.11105 enode,11106 /com1107 /com internal forces at x = 0.0 LINE C1108 /com1109 nsel,r,loc,x,-0.1,0.11110 spoint,,0.0,-48.0,570.01111 fsum1112 eall1113 nall1114 /com1115 /com ********************************************************1116 /com * LOAD CASE 10 *1117 lcfile,101118 lcase,10

FM V ENERCON

SERVlCES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006&igkt<S

Sheet 23 of 91

111911201121112211231124112511261127112811291130113111321133113411351136113711381139114011411142114311441145114611471148114911501151115211531154115511561157115811591160116111621163116411651166116711681169117011711172117311741175

/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,-0.1,0.1spoint,,102,-48.0,0.0fsum/com next strip x = 204 to 408 Lines D to E

/com/com/com


esel,type,2nelem/com/com select strip Z direction/comnsel,r,loc,x,203.9,408.1enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2

/com

nsel,r,loc,z,-0.1,0.1spoint,,306,-48.0,0.0fsum/comr/com **********************************************************

/com/COM/COM/com



/comesel,type,2nelem/com/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6


/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,51.0fsumnelem/com

Sheet 24 of 91

F `5] ENERCON

, 37 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

117611771178117911801181118211831184118511861187118811891190119111921193119411951196119711981199120012011202120312041205120612071208120912101211121212131214121512161217121812191220122112221223122412251226122712281229123012311232

/com/com/com/com

next strip z = 102 to 306 Lines 6 to 7


/comesel,type,2nelem/com/com/com

select strip x direction z = 102 to 306

nsel,rloc,z,101.9,306 .1

enode,1/com/com internal forces at x = 0.0

/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,20

4 .0

fsumnelem

LINE C

/ com/com/com/com/com/comesel,type,nelem/com/ com



2


/comnsel,r,locz,305.9,510.1enode, 1/com/com internal forces at x = 0.0 LINE C

/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,4 08.0

fsumnelem/com/com next strip z = 510 to 630 Lines 8 to 10


/comesel,type,2nelem/com/com select strip ,/comnsel,r,loc,z,509.9,6 3 0.1enode,1/com/com internal force/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,5 7 0.0

c direction z = 510 to 630


F V1] ENERCON


Sheet 25 of 91

123312341235123612371238123912401241124212431244124512461247124812491250125112521253125412551256125712581259126012611262126312641265126612671268126912701271127212731274127512761277127812791280128112821283128412851286128712881289

f sumeallnall/com

/com * LOAD CASE 11 ***********************

lcfile,lllcase,11/COM/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIP


/comesel,type,2nelem/com/com select strip Z direction x = 0 to 204 Lines C to D

/comnselr,loc,x,-0.1,204.1enode,1/com/com internal forces at Z = 0.0 LINE 5 1/2

/comnsel,r,loc,z,-0.1,0.1spoint,,102,-48.0,0.0fsum/com next strip x = 204 to 408 Lines D to E



/comnsel,r,loc,x,203.9,408.1enode,l/com/com internal forces at Z = 0.0 LINE 5 1/2

/comnsel,r,loc,z,-0.1,0.1spoint,,306,-48.0,0.0fsum/comr/ corn ******* ****** ************************ *********************

/com/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS

/COM/com Select all nodes in pad only

/comesel,type,2nelem/com/com select strip x direction z = 0.0 to 102 Lines 5 1/2 t

/comnsel,r,loc,z,-0.1,102.1enode,1

S

to 6

Sheet 26 of 91FE ]ENERCON

'I ERIESVIC Appni Fa-TH to Calculation PGE-009-CALC-006

129012911292129312941295129612971298129913001301130213031304130513061307130813091310131113121313131413151316131713181319132013211322132313241325132613271328132913301331133213331334133513361337133813391340134113421343134413451346

/ com/com internal force/comnselr,locx,-0.1,0.1spoint,,0.0,-48.0,51.0fsumnelem/com/com next strip z =

/com/com/com Select all nod

/comeseltype,2nelem/com/com select strip x

/comnselr,loc,z,101.9,306 .1enode,1/com/com internal force/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,204.0fsumnelem/com/com next strip z =

/com/com/com Select all nod/comeseltype,2nelem/com/com select strip >/comnsel,r,loc,z,305.9,510.1enode,1/com/com internal forc(

/comnsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,408.0fsumnelem/com/com next strip z

/com/com/com Select all no(/comesel,type,2nelem/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



= 510 to 630 Lines 8 to 10

Jes in pad only


134713481349135013511352135313541355135613571358135913601361136213631364136513661367

I



/comasel,r,loc,z,509.9,630.1enode,l/com/com internal force./com

3 at x = 0.0 LINE C

nsel,r,loc,x,-0.1,0.1spoint,,0.0,-48.0,570.0fsumeallnall/com/comr/comrfini/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

************* **************** **** *************************




TITLE = DELTA T 6.125 TO 7.875 DAYSANALYSIS 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 DEFINEDMAXIMUM LINEAR PROPERTY NUMBERMAXIMUM REAL CONSTANT SET NUMBERACTIVE COORDINATE SYSTEMMAXIMUM COUPLED D.O.F. SET NUMBERNUMBER OF SPECIFIED CONSTRAINTSCURRENT LOAD CASE = 0 OF 0

MAXMAXMAXMAXMAXMAX


934110212

16633922448

= 12- 1

= 0= 367= 4657

(CARTESIAN)



LOAD SET = 11SUBSTEP 1TIME/FREQ = 11.000


PRINT HEADERDO NOT PRINT SUBTITLE(S)DO NOT PRINT LOAD STEP IDDO NOT PRINT NOTE LINE(S)PRINT COLUMN HEADER LABELSDO NOT PRINT REPORT TOTALS

1

ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 6.1

ANSYS/Mechanical U



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

* WARNING *** CP= 0.671 TIME= 17:41:30


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



values from the results file for that load set. Note that any

subsequent solutions will use these values unless action is taken to




********************* ************************* ************

******************** LOAD CASE 1 ************************




SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS



ENERCON

I SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006





Sheet 29 of 91

RESELECTKABS=

1296

SELECT

10201296

internal

FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND0. TOLERANCE= 0.204200E-05

NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.

ELEMENTS (OF 8812 DEFINED) SELECTED FROMSELECTED NODES BY ENOD COMMAND.

forces at Z = 0.0 LINE 5 1/2

204.10

0. 10000ANDRESELECT FOR ITEM=LOC COMPONENT=ZKABS= 0. TOLERANCE= 0.200000E-08

72 NODES (OF 10212 DEFINED)

NODE FOR MOMENT SUMMATION= 0MOMENT SUMMATION LOCATION= 102.000

***** SUMMATION OF TOTAL FORCES ANDFX = 685.3717FY = -18754.77FZ = -2078832.MX = -1793625.MY = -853710.9MZ = -55366.15

SUMMATION POINT= 102.00 -48.000next strip x = 204 to 408 Lines D to E


BETWEEN-0.10000

SELECTED BY NSEL COMMAND.

-48.0000 0.00000

MOMENTS IN GLOBAL COORDINATES *****

0.0000





select strip Z direction


I SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

RESELECTKABS=

1296

SELECT

10201296

internal

FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND 408.10

0. TOLERANCE= 0.204200E-05



ELEMENTS (OF 8812 DEFINED) SELECTED FROM

SELECTED NODES BY ENOD COMMAND.


RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND

KABS= 0. TOLERANCE= 0.20000OE-08


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 *****









RESELECTKABS=

528

SELECT

FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 102.10

0. TOLERANCE= 0.102200E-05



Fri ENERCONEJ 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.


Sheet 31 of 91

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000






FX = -905053.1FY = -4617.376FZ = 175.4800MX = 11121.45MY = 28390.36

MZ = 109421.3

SUMMATION POINT= 0.0000 -48.000 51.000











RESELECTKABS=

924

SELECT

720

FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND 306.10

0. TOLERANCE= 0.204200E-05




FT a ENERCON




Sheet 32 of 91

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100KABS= 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 GLOBALFX = -1781997.

FY = -10354.25

FZ = -141.0585MX = 82217.06

MY = 841364.6

MZ = -502375.4

SUMMATION POINT= 0.0000 -48.000 204.00




)00 AND 0.10000

I COMMAND.

204.000

L COORDINATES *****







RESELECTKABS=

924

SELECT

720924

internal

FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND 510.100. TOLERANCE= 0.204200E-05




forces at x = 0.0 LINE C

F.A- 3~ENERCON

! SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006Xit'.X',

Sheet 33 of 91

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000KABS= 0. TOLERANCE= 0.20000OE-08


NODE FOR MOMENT SUMMATION= 0MOMENT SUMMATION LOCATION= 0.00000 -48.0000 408.000


FX = -1728982.

FY = -12856.76

FZ = -5521.750

MX = 26444.79

MY = 938093.9MZ = -2079998.

SUMMATION POINT= 0.0000 -48.000 408.00










RESELECTKABS=

396

SELECT

240396

internal


0. TOLERANCE= 0.120200E-05






F- Ha ENERCONa SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006", Apenix ea

Sheet 34 of 91





FX = -987290.4FY = -6861.447FZ = -3867.426MX = -44663.73MY = 557030.9MZ = -2053499.

SUMMATION POINT= 0.0000 -48.000 570.00



******* ******************************** *******************

******************** LOAD CASE 2 ************************










_~~ ~ ~ - - -RESELECT

KABS=

1296

SELECT

10201296

FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND0. TOLERANCE= 0.204200E-05




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 0.10000KABS= 0. TOLERANCE= 0.20000OE-08




FX = 390.7760

FY = -18871.17

FZ = -3128490.

MX = 0.4580134E+08MY = -841518.0

MZ = -56356.21

SUMMATION POINT= 102.00 -48.000 0.0000next strip x = 204 to 408 Lines D to E







RESELECTKABS=

1296

SELECT

10201296

internal

FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND 408.100. TOLERANCE= 0.204200E-05








ENERCON

N SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

Sheet 36 of 91



FX = 731.6981

FY = -21931.68

FZ = -3005009.

MX = 0.4706083E+08MY = -4346383.

MZ = -203930.3

SUMMATION POINT= 306.00 -48.000 0.0000************************************************* *********

*** ** ** ***** *** ** **** ***** *************** *** *** ** ****** ***



ESEL FOR LABEL= TYPE FROM 2 TO 2 BY

1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY E'


2376 NODES (OF , 10212 DEFINED) SELECTED FROM1870 SELECTED ELEMENTS BY NELE COMMAND.


L

3EL COMMAND.

RESELECTKABS=

528

SELECT

360528

internal

FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 102.100. TOLERANCE= 0.102200E-05





RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000KABS= 0. TOLERANCE= 0.200000E-08



* 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 = 28039.29MZ = -0.2336882E+08

SUMMATION POINT= 0.0000 -48.000 51.000










Sheet 37 of 91

RESELECTKABS=

924

SELECT

720924

internal






RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 ANDKABS= 0. TOLERANCE= 0.200000E-08



***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATFX = -2780583.FY = -10514.51

FZ = -898.7203

MX = 88006.16

MY = 788154.5

MZ = -0.4745424E+08

I 0.10000

ES ****2

ENERCON


SUMMATION POINT= 0.0000 -48.000 204.00





Sheet 38 of 91







RESELECTKABS=

924

SELECT

720924

internal

FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND0. TOLERANCE= 0.204200E-05






510.10

0. 10000- - - - - -RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND






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


ES *****

ENERCON












Sheet 39 of 91

RESELECTKABS=

396

SELECT

240396

internal

FOR ITEM=LOC COMPONENT=Z BETWEEN bU9.9U AND0. TOLERANCE= 0.120200E-05






630.10

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-U.1UUUU ANDKABS= 0. TOLERANCE= 0.20000OE-08




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


0.10000

ES *****

ND.

F ~ ENERCONSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

*** ***************** **********************.*************** *

******************** LOAD CASE 3 ************************





Sheet 40 of 91






RESELECTKABS=

1296

SELECT

10201296

internal

FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 204.100. TOLERANCE= 0.204200E-05





RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 0.10000KABS= 0. TOLERANCE= 0.200000E-08




FX = 158.7429

FY = -18977.20

FZ = -3537558.

MX = 0.6262547E+08MY = -820888.8MZ = -54365.53

SUMMATION POINT= 102.00 -48.000 0.0000

FJ hl ENERCON

aSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006A



Sheet 41 of 91


1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY E




1

ESEL COMMAND.

RESELECTKABS=

1296

SELECT

10201296

internal

FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND

0. TOLERANCE= 0.204200E-05





408.10

0.10000RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-U.1UU00 AND



NODE FOR MOMENT SUMMATION= OMOMENT SUMMATION LOCATION= 306.000 -48.0000 0.00000


FX = 276.0155

FY = -21825.65

FZ = -3405193.

MX = 0.6325457E+08MY = -5260976.

MZ = -191896.0

SUMMATION POINT= 306.00 -48.000 0.0000* *** **** *** ** ********** ******** *** *** **** * **** ****** ***** *

ES *****




r, -i ENERCON

3 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006I'll w.

Sheet 42 of 91





RESELECTKABS=

528

SELECT

360528

internal






RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 ANEKABS= 0. TOLERANCE= 0.200000E-08



***** 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




D 0.10000

'ES *****





Sheet 43 of 91FE tENERCONF t ESERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006




RESELECTKABS=

924

SELECT

720924

internal


0. TOLERANCE= 0.204200E-05





RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100(


84 NODES (OF 10212 DEFINED) SELECTED BY NSEL

NODE FOR MOMENT SUMMATION= 0MOMENT SUMMATION LOCATION= 0.00000 -48.0000

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL

FX = -3151194.

FY = -10677.98

FZ = -1517.810MX = 84311.30

MY = 727314.9

MZ = -0.6428689E+08

SUMMATION POINT= 0.0000 -48.000 204.00




)00 AND 0.10000

COMMAND.

204.000

COORDINATES *****






F � ENERCON

F tAd ENERCON



Sheet 44 of 91

RESELECTKABS=

924

SELECT

720924

internal










FX = -3109534.

FY = -13119.31

FZ = -8627.524MX = 37107.79

MY = 803540.0

MZ = -0.6568244E+08

SUMMATION POINT= 0.0000 -48.000 408.00










F 1'am ENERCON

E ,I SERaVICES, NC. Appendix FPad-TH to Calculation PGE-009-CALC-006

Sheet 45 of 91

RESELECTKABS=

396

SELECT

240396

internal






RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0KABS= 0. TOLERANCE= 0.200000E-08



***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATESFX = -1773660.

FY = -6107.478

FZ = -5859.209MX = -40359.07

MY = 2364694.

MZ = -0.3772636E+08

SUMMATION POINT= 0.0000 -48.000 570.00



******************** LOAD CASE 4 ***********************


.10000






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



Sheet 46 of 91

RESELECTKABS=

1296

SELECT

10201296

internal










FX = -243.4155

FY = -19110.97

FZ = -4816988.

MX = 0.1212889E+09MY = -821991.1

MZ = -60377.64

SUMMATION POINT= 102.00 -48.000 0.0000next strip x = 204 to 408 Lines D to E







RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND 408.10KABS= 0. TOLERANCE= 0.204200E-05


F ENERCON

HI SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006


1020 ELEMENTS (OF 8812 DEFINED) SELECTED FROM1296 SELECTED NODES BY ENOD COMMAND.


Sheet 47 of 91

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 ANDKABS= 0. TOLERANCE= 0.200000E-08



***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATFX = -647.9639

FY = -21691.88FZ = -4648875.

MX = 0.1198743E+09MY = -8277268.MZ = -196093.2

SUMMATION POINT= 306.00 -48.000 0.0000*************************************************** *******

0. 10000

ES *****








RESELECTKABS=

528

SELECT

360528

internal






ENERCON

E'v " SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006w¢vt k e:;

Sheet 48 of 91

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND

KABS= 0. TOLERANCE= 0.200000E-08



***** 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




D 0.10000

'ES *****







RESELECTKABS=

924

SELECT

720924

internal

FOR ITEM=LOC COMPONENT=Z BETWEEN lUl.90 AND0. TOLERANCE= 0.204200E-05





306.10


F-- 9 ' ENERCONUa 1 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

Sheet 49 of 91





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












RESELECTKABS=

924

SELECT

720924

internal






510.10




FT ENERCON

SINC. Appendix FPad-TH to Calculation PGE-009-CALC-006v,;rj"-~

Sheet 50 of 91




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











RESELECTKABS=

396

SELECT

240396

internal


0. TOLERANCE= 0.120200E-05








NODE FOR 1MOMENT SUMMATION= 0MOMENT SUMMATION LOCATION= 0.00000 -48.0000 570.000

Fu Ad ENERCON

a 3 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-00609'ir?

Sheet 51 of 91


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



******************** LOAD CASE 5 *












RESELECTKABS=

1296

SELECT

10201296

internal

FOR ITEM=LOC COMPONENT=X BETWEEN-U.1UUUU AND0. TOLERANCE= 0.204200E-05






204.10

RESELECT FOR ITEM=LOC COMPONENT=ZKABS= 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





FX = -524.9083

FY = -19733.65

FZ = -5390017.

MX = 0.1507829E+09MY = -818964.5

MZ = -64473.81

SUMMATION POINT= 102.00 -48.000 0.0000



ESEL FOR

1870

SELECT

23761870

l LABEL= TYPE FROM 2 TO 2 BY




1

ESEL COMMAND.


RESELECTKABS=

1296

SELECT

10201296

internal


0. TOLERANCE= 0.204200E-05










FX = -1179.093

FY = -22181.06

FZ = -5205515.

I 0.10000

'ES *****

ENERCON


MX = 0.1481727E+09MY = -9671510.MZ = -200714.6

SUMMATION POINT= 306.00 -48.000 0.0000******************************************************** **



Sheet 53 of 91






RESELECTKABS=

528

SELECT

360528

internal










FZ = -196.8429MX = 14463.50

MY = 25297.45

MZ = -0.7428222E+08

SUMMATION POINT= 0.0000 -48.000 51.000


0 .10000

ES *****

Sheet 54 of 91& B ENERCON












RESELECTKABS=

924

SELECT

720924

internal


0. TOLERANCE= 0.204200E-05






RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100




MOMENT SUMMATION LOCATION= 0.00000 -48.0000


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




00 AND 0.10000

COMMAND.

204.000

COORDINATES *****

FVIM ENERCONEP SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006



Sheet 55 of 91






RESELECTKABS=

924

SELECT

720924

internal









***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATFX = -4877105.

FY = -14180.13

FZ = -12505.96MX = 105434.2

MY = 726579.0

MZ = -0.1500323E+09

SUMMATION POINT= 0.0000 -48.000 408.00




I 0.10000

ES *****

F_ r ENERCON








Sheet 56 of 91

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 ANDKABS= 0. TOLERANCE= 0.120200E-05





630.10

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0KABS= 0. TOLERANCE= 0.20000OE-08



***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATESFX = -2777689.

FY = -5870.821

FZ = -8738.550

MX = 37730.17

MY = 4673086.

MZ = -0.8517045E+08

SUMMATION POINT= 0.0000 -48.000 570.00



* * ** LOAD CASE 6 *


.10000

Sheet 57 of 91F 13ENERCONFmag NSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006










RESELECTKABS=

1296

SELECT

10201296

internal

FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND

0. TOLERANCE= 0.204200E-05






204.10

I 0.10000RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND






FX = -1365.336

FY = -24521.52

FZ = -5574946.

MX = 0.1629743E+09MY = -799342.7

MZ = 186253.6

SUMMATION POINT= 102.00 -48.000 0.0000



'ES *****

ESEL FOR LABEL= TYPE FROM 2 TO 2 BY I

ENERCON






Sheet 58 of 91

RESELECTKABS=

1296

SELECT

10201296

internal










FX = -1715.559

FY = -22923.92

FZ = -5388926.

MX = 0.1591296E+09MY = -0.1008126E+08MZ = -179334.2

SUMMATION POINT= 306.00 -48.000 0.0000************************************** ********************



ESEL FOR

1870

SELECT

23761870

.LABEL= TYPE FROM 2 TO 2 BY




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

RESELECTKABS=

528

SELECT

360528

internal










FZ = -742.3441

MX = -72632.22

MY = 52230.06

MZ = -0.7997465E+08

SUMMATION POINT= 0.0000 -48.000 51.000




0.10000

'ES *****







F , i ENERCON

F-4 ;- 3 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-0061; s-

Sheet 60 of 91

RESELECTKABS=

924

SELECT

720924

internal

FOR ITEM=LOC COMPONENT=Z BETWEEN 1U1.9U AND0. TOLERANCE= 0.204200E-05





D 306.10

I 0.10000RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND





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




'ES *****







RESELECT FOR ITEM=LOC COMPONENT=Z


BETWEEN 305.90 AND 510.10

ENERCON

tab ; r SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006





Sheet 61 of 91

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 ANDKABS= 0. TOLERANCE= 0.20000OE-08




FY = -14698.57

FZ = -13491.10MX = 122043.3

MY = 631561.0

MZ = -0.1598777E+09

SUMMATION POINT= 0.0000 -48.000 408.00




0.10000

ES *****



1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY E




1

SEL COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND 630.10KABS= 0. TOLERANCE= 0.120200E-05


F -I f ENERCON

SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006,te

Sheet 62 of 91

SELECT

240396

internal








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



******************** LOAD CASE 7 *










F l ENERCONSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006




1020 ELEMENTS (OF 8812 DEFINED) SELECTED FROM



Sheet 63 of 91

204.10



NODE FOR MOMENT SUMMATION= I 0



FX = -1922.139

FY = -28239.31

FZ = -5581821.

MX = 0.1664374E+09MY = -768166.7

MZ = 336533.5

SUMMATION POINT= 102.00 -48.000 0.0000



0. 10000

ES *****






RESELECTKABS=

1296

SELECT

10201296


0. TOLERANCE= 0.204200E-05





,_'- _. fF E by ENERCON

SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006vl.r

Sheet 64 of 91






FX = -2061.708

FY = -23676.65

FZ = -5399212.

MX = 0.1617746E+09MY = -0.1010200E+08MZ = -151830.3

SUMMATION POINT= 306.00 -48.000 0.0000*************************************** *******************








RESELECTKABS=

528

SELECT

360528

internal








Eo Am ENERCON

r713 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

Sheet 65 of 91


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










RESELECTKABS=

924

SELECT

720924

internal


0. TOLERANCE= 0.204200E-05







NODE FOR-MOMENT SUMMATION= 0MOMENT SUMMATION LOCATION= 0.00000 -48.0000 204.000

F&~ 3, ENERCONE a SERV ICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

Sheet 66 of 91


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










RESELECTKABS=

924

SELECT

720924

internal









***** 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 = -15195.62FZ = -14026.35MX = 115491.5MY = 534784.8

MZ = -0.1617183E+09

SUMMATION POINT= 0.0000 -48.000 408.00












RESELECTKABS=

396

SELECT

240396

internal

FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND

0. TOLERANCE= 0.120200E-05






630.10

0. 10000RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-U.1UU00 AND






FX = -2906518.

FY = -6279.599

FZ = -9607.234

MX = 68252.63

ES *****

ENERCON


MY = 4813275.

MZ = -0.9175070E+08

SUMMATION POINT= 0.0000 -48.000 570.00



******************** LOAD CASE 8 ************************



Sheet 68 of 91










_

RESELECTKABS=

1296

SELECT

10201296

internal

FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AN:

0. TOLERANCE= 0.204200E-05






204.10

U. i "UAAUAURESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.100UU AND





) .i0000

F0 ; ENERCON

i V SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

Sheet 69 of 91


FX = -2910.421

FY = -35574.50

FZ = -5456216.

MX = 0.1638880E+09MY = -781232.9

MZ = 771666.5

SUMMATION POINT= 102.00 -48.000 0.0000








RESELECTKABS=

1296

SELECT

10201296

internal

FOR ITEM=LOC COMPONENT=X BETWEEN 2U3.9U AND

0. TOLERANCE= 0.204200E-05






408.10







FX = -2470.590

FY = -24446.26

FZ = -5281066.MX = 0.1583079E+09MY = -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

******************************************************* ***









Sheet 70 of 91

RESELECTKABS=

528

SELECT

360528

internal


0. TOLERANCE= 0.102200E-05





RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 ANTKABS= 0. TOLERANCE= 0.20000OE-08




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




) 0.10000

.ES *****

FI '3 ENERCONI SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

F Ii


Sheet 71 of 91






RESELECTKABS=

924

SELECT

720924

internal






RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100KABS= 0. TOLERANCE= 0.200000E-08




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




'00 AND 0.10000

I COMMAND.

204.000

L COORDINATES *****


FI 1 ENERCONF 3 zA SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006iNm.

Sheet 72 of 91






RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND 510.10KABS= 0. TOLERANCE= 0.204200E-05





)00RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100KABS= 0. TOLERANCE= 0.200000E-08




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




00 AND 0.10000

COMMAND.

408.000

COORDINATES *****


ESEL FOR LABEL= TYPE FROM 2 TO 2 BY I

ENERCON

A 3 SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006





Sheet 73 of 91

RESELECTKABS=

396

SELECT

240396

internal






RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0KABS= 0. TOLERANCE= 0.200000E-08



***** 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



************************** ****** ** ********* *** ** *

******************** LOAD CASE 9 *



.10000



F_ f ENERCONa SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006








Sheet 74 of 91

RESELECTKABS=

1296

SELECT

10201296

internal

FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND

0. TOLERANCE= 0.204200E-05





204.10

0 .10000RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 ANE





FX = -3883.385

FY = -44127.84

FZ = -4973948.

MX = 0.1442318E+09MY = -806688.9

MZ = 1309411.

SUMMATION POINT= 102.00 -48.000 0.0000



'ES *****





F V- ENERCON

E -a SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006I ,



Sheet 75 of 91

RESELECTKABS=

1296

SELECT

10201296

internal


0. TOLERANCE= 0.204200E-05






RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 ANE




***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINA¶

FX = -2649.543

FY = -25231.33

FZ = -4816150.

MX = 0.1382323E+09MY = -8451668.

MZ = -89345.15

SUMMATION POINT= 306.00 -48.000 0.0000

D 0.10000

'ES *****




1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY E:





1.

SEL COMMAND.

00 AND 102.10RESELECT' FOR ITEM=LOC COMPONENT=ZKABS= 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

360528

internal






- - ---- _ _ __RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.1000U AND





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





0. 10000

ES *****



1870 ELEMENTS (OF 8812_ DEFINED) SELECTED BY ESEL COMMAND.




RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND 306.10



Fr t ENERCON

aSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006




Sheet 77 of 91





FY = -22679.11

FZ = -6806.786

MX = -392393.5

MY = -166999.8

MZ = -0.1367201E+09

SUMMATION POINT= 0.0000 -48.000 204.00




0 0.10000

ES *****







RESELECTKABS=

924

SELECT

720





r "5 aENERCONaSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006



Sheet 78 of 91

- 0-- 00-RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100





FX = -4544699.

FY = -16102.96

FZ = -15017.28MX = 88315.20

MY = 198057.0MZ = -0.1360651E+09

SUMMATION POINT= 0.0000 -48.000 408.00




10O AND 0.10000

I COMMAND.

408.000

L COORDINATES *****







RESELECTKABS=

396

SELECT

240396

internal


0. TOLERANCE= 0.120200E-05






F_ IAX ENERCONF ; SERVICES INC. Appendix FPad-TH to Calculation PGE-009-CALC-006t-Ej B

Sheet 79 of 91

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0





***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -2597018.

FY = -6758.765

FZ = -9819.837MX = 74690.82

MY = 3723393.

MZ = -0.7730728E+08

SUMMATION POINT= 0.0000 -48.000 570.00



******************** LOAD CASE 10 *



I.10000










RESELECTKABS=

1296

SELECT

FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 204.10

0. TOLERANCE= 0.204200E-05



FI;b' ENERCONSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006



Sheet 80 of 91

RESELECT FOR ITEM=LOC COMPONENT=ZKABS= 0. TOLERANCE= 0.20000OE-08

72 NODES (OF 10212 DEFINED)

NODE FOR MOMENT SUMMATION= 0MOMENT SUMMATION LOCATION= 102.000

***** SUMMATION OF TOTAL FORCES AND

FX = -4773.761

FY = -54024.83

FZ = -3967223.

MX = 0.9939197E+08MY = -847573.6

MZ = 1963902.



BETWEEN-0.10000 AND 0.10000

SELECTED BY NSEL COMMAND.

-48.0000 0.00000

MOMENTS IN GLOBAL COORDINATES *****

0.0000






RESELECTKABS=

1296

SELECT

10201296

internal


0. TOLERANCE= 0.204200E-05






RESELECT FOR ITEM=LOC COMPONENT=ZKABS= 0. TOLERANCE= 0.200000E-08

BETWEEN-0.10000 AND 0.10000

F- ENERCON

; SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006r;zT:Mvrr

Sheet 81 of 91




FX = -2455.726FY = -26040.45FZ = -3841025.MX = 0.9372266E+08MY = -6018547.MZ = -41127.02

SUMMATION POINT= 306.00 -48.000 0.0000









RESELECTKABS=

528

SELECT

360528

internal


0. TOLERANCE= 0.102200E-05





)ORESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.1000U AND U.1UUUKABS= 0. TOLERANCE= 0.20000OE-08




FX = -1787383.

U

Ej ̂ENERCON

- SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006

FY = -42356.65FZ = -3157.765MX = -677514.8MY = 249736.0MZ = -0.4917731E+08

SUMMATION POINT= 0.0000 -48.000 51.000





Sheet 82 of 91






RESELECTKABS=

924

SELECT

720924

internal










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 -381041.7MZ = -0.9238722E+08

SUMMATION POINT= 0.0000 -48.000 204.00












RESELECTKABS=

924

SELECT

720924

internal


0. TOLERANCE= 0.204200E-05












FX = -3603165.FY = -16464.57

FZ = -14426.09

MX = 12851.45MY = -64807.76

MZ = -0.9120650E+08

0.10000

ES *****

F$ AdENERCON


SUMMATION POINT= 0.0000 -48.000 408.00










Sheet 84 of 91

RESELECTKABS=

396

SELECT

240396

internal


0. TOLERANCE= 0.120200E-05






RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 ANEKABS= 0. TOLERANCE= 0.200000E-08




FX = -2064483.FY = -7060.544FZ = -8893.246MX = 33287.90MY = 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


**************************************************** **** **

******************** LOAD CASE 11 *

LOAD CASE 11 IS LOAD STEP 11 SUBSTEP 1 COMPLEX= 0FILE= Pad-Th.l11PAD RESPONSE AT END OF 7.875 DAYS

Sheet 85 of 91









RESELECTKABS=

1296

SELECT

10201296

internal









***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATFX = -5463.597

FY = -61916.31

FZ = -3212272.

MX = 0.6658143E+08MY = -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.



0.0000






RESELECTKABS=

1296

SELECT

10201296

internal






RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 ANDKABS= 0. TOLERANCE= 0.20000OE-08



***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT;FX = -2234.550FY = -26846.54FZ = -3109565.MX = 0.6089658E+08MY = -4370990.MZ = 9969.583

SUMMATION POINT= 306.00 -48.000 0.0000*************************************** ************* ****

*********************** ***********************************

0. 10000

ES *****



Sheet 87 of 91F ~ ENERCON*r SERVICES INC. Appendix FPad-TH to Calculation PGE-009-CALC-006






RESELECTKABS=

528

SELECT

360528

internal










FY = -49192.79FZ = -3695.422

MX = -836373.7

MY = 310833.8MZ = -0.3380566E+08

SUMMATION POINT= 0.0000 -48.000 51.000




0. 10000

ES *****



Ft 3 ENERCONSERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006





Sheet 88 of 91

RESELECTKABS=

924

SELECT

720924

internal


0. TOLERANCE= 0.204200E-05










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




I 0.10000

'ES *****





ENERCON

_ SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006



Sheet 89 of 91

RESELECTKABS=

924

SELECT

720924

internal


0. TOLERANCE= 0.204200E-05





RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100KABS= 0. TOLERANCE= 0.20000OE-08




FX = -2912161.FY = -16855.38FZ = -13648.61MX = -66062.55MY = -249754.7MZ = -0.5843041E+08

SUMMATION POINT= 0.0000 -48.000 408.00




)00 AND 0.10000

COMMAND.

408.000

COORDINATES *****


ESEL FOR

1870

SELECT

23761870

* LABEL= TYPE FROM 2 TO 2 BY




1

SEL COMMAND.

VJ E NERCON

F_ ; A ENERCON

VHI -SERVICES, INC. Appendix FPad-TH to Calculation PGE-009-CALC-006


Sheet 90 of 91

RESELECTKABS=

396

SELECT

240396

, internal






630.10

- - - -RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.1000





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



0


***** ROUTINE COMPLETED ***** CP =


NUMBER OF WARNING MESSAGES ENCOUNTERED=NUMBER OF ERROR MESSAGES ENCOUNTERED=

7.801

20

* _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ *

rL.j , Sheet 91 of 91F 1] ENERCON


ANSYS RUN COMPLETED


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-…

isfsi cask storage pad concrete shrinkage & …sheet 1 of 18 enercon services, inc. appendix...

Documents