ML022960173
| ML022960173 | |
| Person / Time | |
|---|---|
| Site: | Diablo Canyon  |
| Issue date: | 10/15/2002 |
| From: | Womack L Pacific Gas & Electric Co |
| To: | Document Control Desk, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation |
| References | |
| DIL-02-009, TAC L23399, FOIA/PA-2014-0372 PGE-009-CALA-006, Rev 0 | |
| Download: ML022960173 (83) | |
Text
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Sheet 1 of 2 F
~ENERCON SERVICES, INC.
Appendix SH-Loads to Calculation PGE-009-CALC-006 Originator:
Date:
September 20, 2002 Appendix SH-Loads This Appendix presents the ANSYS file documenting the applied loads for the shrinkage stress analysis.
lixa/
SAVS HSINIa E8-P'dWHM'SO3NOD'aS E 8
- v I dKELL I o ToNoo 'as E8 P'dKaLL'OZDNOD'aS E8 P'dKaLL'OCDNOD'a9 E8.pdxaL.ovoNODdq PP*P'dWaJ,'OSDNOO'dH ZE-Z'dlial'090NOD'ag Z P
- 0 - 'dl-ML ' 9 9 ONOD 'ZZ 9L-9-'dKHL'OLDNOD'aS TL'PZ-ldWSl'SLONOD'aS 8C"68-'dW3,L'080NOD'dS o - o, dwaL, a iNnas OITIOqaov 0
- 0 zn I iosa 0, 0 MILoa, a 0, 0 xn I ios, a o*olznaDaaz'a o
- o M, SoGaza 0 -0 xn I aE)aaz'a o
- o za, Hoaax, a 0*0 M'SoGaVa o*olxnlzoaax'a 0*0 1 xn'ZANzsa o, o I zn I =ýUs, ci SdHLLS CIVOq 'IqV S, DS
'NOD/
qLjBT9mpp9a puv sAvp LTJ IV 95Q:!jUTaTjS'aTITI/
ririvluvariDsrI LcIE'dd/
iriwo IrIdN rlrivN ririva Smsau iqspvdlaqla/
900-DrIVD-600-aDd uOllulnolva 0) Spl;O-I-HS xtpuaddV
.ami moDuamaFl-r:3 z JO z
POqS
6q7
Sheet 1 of 11 ENERCON F-SERVICES, INC. Appendix RPad-SH to Calculation PGE-009-CALC-006 Originator:
Date:
September 20, 2002 Appendix RPad-SH This Appendix presents the ANSYS output file documenting the execution of the shrinkage stress analysis and the output temperatures for checking.
A h
Sheet 2 of 11 ENERCON F3
~
SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U I
WELCOME TO THE ANSY S PROGRAM I
ANSYS 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
- the United States.
- U.S.
GOVERNMENT RIGHTS
- Use, duplication, or disclosure by the U.S. Government is
- subject to restrictions set forth in the ANSYS, Inc.
- license agreement and as provided in DFARS 227.7202-1(a)
- and 227.7202-3(a) (1995),
DFARS 252.227-7013(c) (1) (ii)
(OCT
- 1988),
FAR 12.212(a) (1995),
FAR 52.227-19, or FAR52.227-14
- (ALT III), as applicable.
- ANSYS, Inc.
"* THIS SOFTWARE CONTAINS CONFIDENTIAL INFORMATION AND TRADE
"* SECRETS OF SAS IP, INC.
- USE, DISCLOSURE, OR REPRODUCTION
"* IS PROHIBITED WITHOUT THE PRIOR EXPRESS WRITTEN PERMISSION
"* OF SAS IP, INC.
- The Program also contains the following licensed software:
- PCGLSS: Linear Equations Solver (C) Copyright 1992-1995 Computational Applications and System Integration Inc.
All Rights Reserved.
- CA&SI, 2004 S. Wright Street, Urbana, IL 61821 Ph (217)244-7875 Fax (217)244-7874
- CA&SI DOES NOT GUARANTEE THE CORRECTNESS OR USEFULNESS OF
- THE RESULTS OBTAINED USING PCGLSS.
CA&SI IS NOT LIABLE FOR
- ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS.
IT IS THE
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Sheet 3 of 11 SERVICES, INC. Appendix RPad-SH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PadSh BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
= 520 DATABASE SIZE REQUESTED (MB)
150 00150104 VERSION=INTEL NT RELEASE= 6.0 UP20010919 CURRENT JOBNAME=PadSh 19:04:08 JAN 23, 2002 CP
0.150 1
/file,PadSh 2
resume 3
nall 4
eall 5
mpli 6
/solu 7
/HEADER,ON,OFF,OFF,OFF,ON,OFF 8
elist,530 9
lssolve,l 10 finish 11 save 12
/com print the temperatures for checking 13 EALL 14 NALL 15
/POST1 16
/HEADER,ON,OFF,OFF,OFF,ON,OFF 17 NSEL,S,LOC,X,0.0 18 NSEL,R,LOC,Z,0.0 19 NSEL,R,LOC,Y,0.0,-145.0 20 NLIS 21 SET,1 22 NSORT,LOC,Y 23 PRNSOL,BFE 24 NUSORT 25 FINISH 26 eall 27 nall 28 SAVE 29
/EXIT RUN SETUP PROCEDURE FROM FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE=
0 CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAME=PadSh.db ANSYS GLOBAL STATUS ***
TITLE = Shrinkage at 117 days and Deadweight NUMBER OF ELEMENT TYPES =
5
Sheet 4 of 11 ENERCON SERVICES, INC. Appendix RPad-SH to Calculation PGE-009-CALC-006 8812 ELEMENTS CURRENTLY SELECTED.
10212 NODES CURRENTLY SELECTED.
166 KEYPOINTS CURRENTLY SELECTED.
339 LINES CURRENTLY SELECTED.
2 AREAS CURRENTLY SELECTED.
48 VOLUMES CURRENTLY SELECTED.
22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F.
SET NUMBER NUMBER OF SPECIFIED CONSTRAINTS MAX MAX MAX MAX MAX MAX ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL.
NUMBER =
2 1
0 (CARTESIAN) 367 4657 INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh 10212 NODES (OF 8812 ELEMENTS (OF LIST MATERIALS PROPERTY= ALL PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 PROPERTY TABLE TEMPERATURE 0.0000 1
10212 DEFINED)
SELECTED BY NALL COMMAND.
8812 DEFINED) SELECTED BY EALL COMMAND.
TO 2 BY 1
EX MAT=
1 NUM.
POINTS=
DATA TEMPERATURE DATA
- 0. 20000E+07 NUXY MAT=
1 NUM.
POINTS=
DATA TEMPERATURE DATA 0.24000 ALPX MAT=
1 NUM.
POINTS=
DATA TEMPERATURE DATA
- 0. 50000E-05 EX MAT=
2 NUM.
POINTS=
DATA TEMPERATURE DATA
- 0. 28440E+07 NUXY MAT=
2 NUM.
POINTS=
DATA TEMPERATURE DATA 0.15000 ALPX MAT=
2 NUM.
POINTS=
DATA TEMPERATURE DATA
- 0. 51800E-05 DENS MAT=
2 NUM.
POINTS=
DATA TEMPERATURE DATA
- 0. 86800E-01 1
TEMPERATURE 1
TEMPERATURE 1
TEMPERATURE 1
TEMPERATURE 1
TEMPERATURE 1
TEMPERATURE 1
TEMPERATURE DATA DATA DATA DATA DATA DATA DATA ANSYS SOLUTION ROUTINE PRINT HEADER DO NOT PRINT DO NOT PRINT SUBTITLE(S)
LOAD STEP ID E"tIt 9341 10212 166 339 224 48
Sheet 5 of 11
- I.
AetENERCON 3SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 DO NOT PRINT NOTE LINE(S)
PRINT COLUMN HEADER LABELS DO NOT PRINT REPORT TOTALS LIST ALL SELECTED ELEMENTS IN RANGE 1
530 TO 530 STEP ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:04:08 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight ELEM MAT TYP REL ESY SEC TSHA NODES 530 2
2 1
0 1
1 28 29 3
672 1050 I
ANSYS RELEASE 6.0 UP20010919 19:02:58 01/23/2002 PRINTOUT RESUMED BY /GOP Load step file number 1. Begin solution...
ANSYS SOLVE COMMAND NOTE ***
CP=
1.893 TIME= 19:04:10 Real constant 1 has been referenced by element types 4 and 5.
We assume it identifies a contact pair.
1 ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:04:10 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight 064 S O L U T IO N
O P T I 0 N S PROBLEM DIMENSIONALITY....................
3-D DEGREES OF FREEDOM.........
.. UX UY UZ ANALYSIS TYPE STATIC (STEADY-STATE)
NEWTON-RAPHSON OPTION........
.PROGRAM CHOSEN NOTE ***
CP=
2.293 TIME= 19:04:10 Present time 0 is less than or equal to the previous time.
Time will default to 1.
NOTE ***
CP=
2.293 TIME= 19:04:10 Nonlinear analysis, NROPT set to the FULL Newton-Raphson solution procedure for ALL DOFs.
SOLCONTROL,ON uses sparse matrix direct solver NOTE ***
CP=
2.293 TIME= 19:04:10 The conditions for direct assembly have been met.
No.emat or.erot files will be produced.
I 0.561 728 2.213
Sheet 6 of 11 F A SERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 WARNING ***
CP=
2.293 TIME= 19:04:10 The program chosen initial timestep/load-factor is arbitrary.
necessary for the user to supply a suitable initial timestep/load-factor through the NSUB or DELTIM command for convergence and overall efficiency.
It is LOAD STEP OPTIONS LOAD STEP NUMBER...............
1 TIME AT END OF THE LOAD STEP....
1.001 AUTOMATIC TIME STEPPING......
ON INITIAL NUMBER OF SUBSTEPS........
1 MAXIMUM NUMBER OF SUBSTEPS...
5000 MINIMUM NUMBER OF SUBSTEPS........
1 START WITH TIME STEP FROM PREVIOUS SUBSTEP YES MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS.
15 STEP CHANGE BOUNDARY CONDITIONS..........
NO TERMINATE ANALYSIS IF NOT CONVERGED...
YES (E CONVERGENCE CONTROLS.....
USE DE)
INERTIA LOADS X
Y ACEL.......................
0.0000 1.0000 PRINT OUTPUT CONTROLS........
NO PRI]
DATABASE OUTPUT CONTROLS........
ALL DA' FOR THM 00 XIT)
FAULTS z
0.0000 NTOUT rAWRITTEN E LAST SUBSTEP NONLINEAR MONITORING INFO IS WRITTEN TO FILE= PadSh.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.
NOTE ***
CP=
3.295 TIME= 19:04:11 Deformable-deformable contact pair identified by real constant set 1 has been set up.
Default contact stiffness factor FKN 1.0000 Default penetration tolerance factor FTOLN 0.10000 Initial contact closure factor ICONT 0.10000E-05 Default pinball region factor PINB 1.0000 Default Max. friction stress TAUMAX 0.10000E+21 Absolute tangent contact stiffness FKT 0.10000E-08 Warning: Initial penetration is included.
NOTE
- CP=
3.345 TIME= 19:04:11 Max.
Initial penetration 1.421085472E-14 was detected between contact element 9172 and target element 9002 specified by real constant set 1.
ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.rdb FOR POSSIBLE RESUME FROM THIS POINT
- CENTROID, MASS, AND MASS MOMENTS OF INERTIA CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID
Sheet 7 of 11 I*'*'SENERCON SERVCESINC.Appendix RPad-SH to Calculation PGE-009-CALC-006 TOTAL MASS =
0.21419E+07 MOM.
OF INERTIA ABOUT ORIGIN 0.2896E+12 0.4016E+12 0.1251E+12 0.2097E+11 0.3238E+11
-0.1376E+12 MOM.
OF INERTIA ABOUT CENTROID IXX IYY Izz IXY IYZ IzX 0.7218E+11 0.9997E+11
- 0. 3104E+11
-0.7744E-03
-0.8354E-03 0.4333E-02 MASS
SUMMARY
BY ELEMENT TYPE TYPE MASS 2
0.214186E+07 Range of element maximum matrix coefficients in global coordinates Maximum= 1.813333333E+09 at element 9327.
Minimum= 4772865.79 at element 5330.
6602 SOLID45 4.346 0.000658 2
1870 SOLID45 1.272 0.000680 4
170 TARGE170 0.020 0.000118 5
170 CONTA174 0.371 0.002180 Time at end of element matrix formulation CP= 10.4049616.
FORCE CONVERGENCE VALUE
= 0.2900E+08 CRITERION= 0.1479E+06 SPARSE MATRIX DIRECT SOLVER.
Number of equations =
- 25612, Maximum wavefront =
83 Memory available for solver =
112.36 MB Memory required for in-core =
112.36 MB Optimal memory required for out-of-core =
20.68 MB Minimum memory required for out-of-core =
11.93 MB EQUIL ITER 1 COMPLETED.
NEW TRIANG MATRIX.
MAX DOF INC= -0.1716E-01 LINE SEARCH PARAMETER =
1.000 SCALED MAX DOF INC = -0.1716E-01 FORCE CONVERGENCE VALUE
0.5212E+06 CRITERION
5708.
EQUIL ITER 2 COMPLETED.
NEW TRIANG MATRIX.
MAX DOF INC=
0.9238E-02 LINE SEARCH PARAMETER =
1.000 SCALED MAX DOF INC =
0.9238E-02 FORCE CONVERGENCE VALUE
0.1418E+07 CRITERION
5835.
EQUIL ITER 3 COMPLETED.
NEW TRIANG MATRIX.
MAX DOF INC=
0.1040E-01 LINE SEARCH PARAMETER =
1.000 SCALED MAX DOF INC =
0.1040E-01 FORCE CONVERGENCE VALUE
0.1213E+07 CRITERION
5956.
EQUIL ITER 4 COMPLETED.
NEW TRIANG MATRIX.
MAX DOF INC=
0.7284E-02 LINE SEARCH PARAMETER =
1.000 SCALED MAX DOF INC =
0.7284E-02 FORCE CONVERGENCE VALUE
0.1004E+07 CRITERION
6091.
EQUIL ITER 5 COMPLETED.
NEW TRIANG MATRIX.
MAX DOF INC=
0.1065E-01 LINE SEARCH PARAMETER =
1.000 SCALED MAX DOF INC =
0.1065E-01 FORCE CONVERGENCE VALUE
0.7391E+06 CRITERION
6225.
EQUIL ITER 6 COMPLETED.
NEW TRIANG MATRIX.
MAX DOF INC=
0.3583E-02 LINE SEARCH PARAMETER =
1.000 SCALED MAX DOF INC =
0.3583E-02 FORCE CONVERGENCE VALUE
0.7726E+06 CRITERION
6360.
CENTROID XC =
YC =
ZC =
204.00
-48.000 315.00 IXX IYY Izz IXY IYZ IzX
Sheet 8 of 11 ENERCON SERVICES, INC. Appendix RPad-SH to Calculation PGE-009-CALC-006 EQUIL ITER 7 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 8 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 9 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 10 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 11 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 12 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 13 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 14 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 15 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE EQUIL ITER 16 COMPLETED.
LINE SEARCH PARAMETER =
FORCE CONVERGENCE VALUE NEW TRIANG MATRIX.
MAX DOF INC=
0.2614E-02 1.000 SCALED MAX DOF INC =
0.2614E-02
0.9198E+06 CRITERION
6493.
NEW TRIANG MATRIX.
MAX DOF INC=
0.3730E-02 1.000 SCALED MAX DOF INC =
0.3730E-02
0.2099E+06 CRITERION
6632.
NEW TRIANG MATRIX.
MAX DOF INC=
0.2912E-02 1.000 SCALED MAX DOF INC =
0.2912E-02
0.4292E+06 CRITERION
6770.
NEW TRIANG MATRIX.
MAX DOF INC=
0.1897E-02 1.000 SCALED MAX DOF INC =
0.1897E-02
0.1615E+06 CRITERION
NEW TRIANG MATRIX.
MAX 1.000 SCALED MAX DOE
0.2171E+06 CRITERION
NEW TRIANG MATRIX.
MAX 1.000 SCALED MAX DOE
0.1162E+06 CRITERION
NEW TRIANG MATRIX.
MAX 1.000 SCALED MAX DOE
0.5488E+05 CRITERION
NEW TRIANG MATRIX.
MAX 6910.
DOF INC=
0.4059E-03
- INC =
0.4059E-03 7051.
DOF INC=
0.7608E-03
- INC =
0.7608E-03 7194.
DOF INC=
0.1418E-03
- INC =
0.1418E-03 7341.
DOF INC= -0.1960E-03 1.000 SCALED MAX DOF INC = -0.1960E-03
0.2739E+05 CRITERION
7490.
NEW TRIANG MATRIX.
MAX DOF INC=
0.8241E-04 1.000 SCALED MAX DOF INC =
0.8241E-04
0.1611E+05 CRITERION
7643.
NEW TRIANG MATRIX.
MAX DOF INC=
0.3239E-04 1.000 SCALED MAX DOF INC =
0.3239E-04
0.3615E-01 CRITERION
7799.
<<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1
2 4
5 6602 1870 170 170 SOLID45 SOLID45 TARGE170 CONTA174 16 3.295 0.000499 1.002 0.000536 0.000 0.000000 0.090 0.000530 NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 6602 SOLID45 0.33C 1870 SOLID45 0.10C 170 TARGE170 0.02C 170 CONTA174 0.OOC STEP 1
SUBSTEP.
=
1.00000 TIME 1 0.000050 1
0.000054 0.000118 0.000000 1
COMPLETED.
INC =
1.00000 CUM ITER =
ANSYS BINARY FILE STATISTICS BUFFER SIZE USED= 16384 44.938 MB WRITTEN ON ELEMENT SAVED DATA FILE: PadSh.esav 8.188 MB WRITTEN ON ASSEMBLED MATRIX FILE: PadSh.full 19.188 MB WRITTEN ON RESULTS FILE: PadSh.rst 1
2 4
5 LOAD TIME 16
F l
ENERCON SSERVICES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 FINISH SOLUTION PROCESSING
- ROUTINE COMPLETED *****
CP =
806.710 ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT print the temperatures for checking 8812 ELEMENTS (OF 10212 NODES (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 DEFINED) SELECTED BY NALL COMMAND.
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:18:22 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight ANSYS RESULTS INTERPRETATION (POST1)
NOTE CP=
807.852 TIME= 19:18:22 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set.
Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS FOR ITEM=LOC COMPONENT=X
- 0.
TOLERANCE= 0.100000E-05 BETWEEN 0.0000 AND 0.0000 626 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Z
- 0.
TOLERANCE= 0.100000E-05 BETWEEN 0.0000 AND 0.0000 26 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y
- 0.
TOLERANCE= 0.145000E-05 BETWEEN -145.00 AND 0.0000 18 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
LIST ALL SELECTED NODES.
DSYS=
0 1
Sheet 9 of 11 1
807.852 SELECT KABS=
RESELECT KABS=
RESELECT KABS=
E> <ENERCON E
SERVICES, INC. Appendix RPad-SH to Calculation PGE-009-CALC-006 ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:18:22 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight NODE 1 16 26 27 28 61 71 72 73 74 113 123 133 146 156 169 179 180 x
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Y
0.0000
-24.000
-18.000
-12.000
-6.0000
-84.000
-72.000
-60.000
-48.000
-36.000
-96.000
-90.000
-96.000
-108.00
-102.00
-144.00
-132.00
-120.00 z
- 0. 0000
- 0. 0000
- 0. 0000
- 0. 0000
- 0. 0000
- 0. 0000
- 0. 0000
- 0. 0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 THXY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 THYZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 THZX 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 USE LOAD STEP 1
SUBSTEP 0
FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=
1 TIME/FREQUENCY=
1.0000 TITLE= Shrinkage at 117 days and SORT ON ITEM=LOC COMPONENT=Y SORT COMPLETED FOR SUBSTEP=
Deadweight 1
CUMULATIVE ITERATION=
ORDER= 0 KABS= 0 NMAX=
10212 18 VALUES.
PRINT BFE NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:18:24 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight NODE 1
28 27 26 16 74 73 BFETEMP
-89.380
-24.710
-6.7600
-0.42000 2.3200 4.4400 4.8300 Sheet 10 of 11 807.872 16 809.414
Sheet 11 of 11 SERVFCES, INC.
Appendix RPad-SH to Calculation PGE-009-CALC-006 72 4.8300 71 4.8300 61 4.8300 123 4.8300 113 4.8300 133 4.8300 156 0.0000 146 0.0000 180 0.0000 179 0.0000 169 0.0000 NODE SORT REMOVED EXIT THE ANSYS POSTI DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
809.424 8812 ELEMENTS (OF 8812 DEFINED)
SELECTED BY FALL COMMAND.
10212 NODES (OF 10212 DEFINED)
SELECTED BY NALL COMMAND.
ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
NUMBER OF ERROR MESSAGES ENCOUNTERED=
1 0
ANSYS RUN COMPLETED I
Release 6.0 UP20010919 INTEL NT I
Maximum Scratch Memory Used
=
36154348 Words 137.918 MB
I CP Time (sec) =
811.066 Time
=
19:18:27 Elapsed Time (sec) =
861.000 Date
=
01/23/2002
Sheet 1 of 6 ENERCON F
3SERVICES, INC.
Appendix EPad-SH to Calculation PGE-009-CALC-006 Originator:
Date:
S. C.eTumminelli September 20, 2002 Appendix EPad-SH This Appendix presents the ANSYS output file documenting the equilibrium check for the shrinkage stress analysis.
Sheet 2 of 6 F
~IENERCON SERVICES, INC.
Appendix EPad-SH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U L-----------*
W WELCOME TO THE AN S Y S PROGRAM M
ANSYS 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
- the United States.
- U.S.
GOVERNMENT RIGHTS
- Use, duplication, or disclosure by the U.S. Government is
- subject to restrictions set forth in the ANSYS, Inc.
- license agreement and as provided in DFARS 227.7202-1(a)
- and 227.7202-3 (a) (1995),
DFARS 252.227-7013 (c) (1) (ii)
(OCT
- 1988),
FAR 12.212(a) (1995),
FAR 52.227-19, or FAR52.227-14 (ALT III), as applicable.
- ANSYS, Inc.
- THIS SOFTWARE CONTAINS CONFIDENTIAL INFORMATION AND TRADE
- SECRETS OF SAS IP, INC.
- USE, DISCLOSURE, OR REPRODUCTION
- IS PROHIBITED WITHOUT THE PRIOR EXPRESS WRITTEN PERMISSION
- OF SAS IP, INC.
- W**** * * ***
- The Program also contains the following licensed software:
- PCGLSS: Linear Equations Solver
- (C) Copyright 1992-1995 Computational Applications and System Integration Inc.
All Rights Reserved.
- CA&SI, 2004 S. Wright Street, Urbana, IL 61821 Ph (217)244-7875 Fax (217)244-7874
"* CA&SI DOES NOT GUARANTEE THE CORRECTNESS OR USEFULNESS OF
"* THE RESULTS OBTAINED USING PCGLSS.
CA&SI IS NOT LIABLE FOR
"* ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS.
IT IS THE
"* RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
"* USEFULNESS OF THE RESULTS.
Sheet 3 of 6 F
- ENERCON SERVICES, INC. Appendix EPad-SH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PadSh BATCH MODE REQUESTED MEMORY REQUESTED (MB)
DATABASE SIZE REQUESTED (MB)
= LIST
= 520
150 00150104 VERSION=INTEL NT RELEASE= 6.0 CURRENT JOBNAME=PadSh 19:32:16 JAN 23, 2002 CP
UP20010919 0.150
/com,
/com, This routine processes load results data for the
/com, evaluation of equilibrium.
/com
/com, Results
/com
/com
/comr
/comr
/com
/com
- Reactions *
/com
/file,PadSh resume
/header,on,on, on
/postl spoint,,0,0,0
/com
/comr
/com ********
SET 1 ********
SET,1 eall cmsel,s,bot cmsel,a,symxy cmsel,a,symyz cmsel,a,xedge cmsel,a,zedge fsum
/com
/comr
/com *************************
/com fini
/exit 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41
E* ENERCON SERVICES, INC.
Appendix EPad-SH to Calculation PGE-009-CALC-006 RUN SETUP PROCEDURE FROM FILE= C: \\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.alns LINE=
This routine processes load results data for the evaluation of equilibrium.
Results Reactions ******
CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAME=PadSh.db
- ANSYS GLOBAL STATUS ***
TITLE = Shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
MAX 10212 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED.
MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER
=
MAXIMUM REAL CONSTANT SET NUMBER
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F.
SET NUMBER
=
NUMBER OF SPECIFIED CONSTRAINTS
=
INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh PRINT HEADER PRINT SUBTITLE(S)
PRINT LOAD STEP ID DO NOT PRINT NOTE LINE(S)
PRINT COLUMN HEADER LABELS DO NOT PRINT REPORT TOTALS 1
ANSYS -
ENGINEERING ANALYSIS ANSYS/Mechanical U 00150104 VERSION=INTEL NT ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL.
NUMBER =
2 1
0 367 4657 9341 10212 166 339 224 48 (CARTESIAN)
SYSTEM RELEASE 6.0 19:32:16 JAN 23, 2002 CP=
0.571 Shrinkage at 117 days and Deadweight Sheet 4 of 6 0
Sheet 5 of 6 E ENERC°N F
SERVICES, INC. Appendix EPad-SH to Calculation PGE-009-CALC-006 ANSYS RESULTS INTERPRETATION (POSTI)
NOTE CP=
0.571 TIME= 19:32:16 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set.
Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
NOTE ***
CP=
0.571 TIME= 19:32:16 The force summations will be in global cartesian when the summation point is at the origin.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000 0.00000 0.00000 SET 1 ********
USE LOAD STEP 1
SUBSTEP SET COMMAND GOT LOAD STEP=
TIME/FREQUENCY=
1.0000 TITLE= Shrinkage at 117 days and 8812 ELEMENTS (OF 8812 SELECT COMPONENT BOT ALSO SELECT COMPONENT SYMXY ALSO SELECT COMPONENT SYMYZ ALSO SELECT COMPONENT XEDGE ALSO SELECT COMPONENT ZEDGE SUMMATION OF TOTAL FORC:
FX
= -0.1363716E-08 FY
=
-2141863.
FZ
= -0.9923781E-08 MX
=
0.6746868E+09 MY
=
0.2521556E-06 MZ
-0.4369400E+09 SUMMATION POINT
0.0000 0.
0 FOR LOAD CASE 0 SUBSTEP=
1 CUMULATIVE ITERATION=
Deadweight DEFINED)
SELECTED BY EALL COMMAND.
ES AND MOMENTS IN GLOBAL COORDINATES 0000 EXIT THE ANSYS POST1 DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
0.0000 2.033 16
Sheet 6 of 6 "ENERCON F1 SERVICES, INC.
Appendix EPad-SH to Calculation PGE-009-CALC-006 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
0 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ANSYS RUN COMPLETED
I Release 6.0 UP20010919 INTEL NT
I Maximum Scratch Memory Used 1034776 Words 3.947 MB
I CP Time (sec) =
2.514 Time
=
19:32:19 Elapsed Time (sec) =
5.000 Date
=
01/23/2002
Sheet 1 of 7 F
ENERCON SERVICES, INC. Appendix DPad-SH to Calculation PGE-009-CALC-006 Originator:
S". C. Tummnelli Date:
September 20, 2002 Appendix DPad-SH This Appendix presents the ANSYS output file documenting the pad vertical displacements for the shrinkage stress analysis.
Sheet 2 of 7 F
~
ENERCON SERVICES, INC. Appendix DPad-SH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U I
WELCOME TO THE ANSY S PROGRAM I
ANSYS 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
- the United States.
- U.S.
GOVERNMENT RIGHTS
- Use, duplication, or disclosure by the U.S. Government is
- subject to restrictions set forth in the ANSYS, Inc.
- license agreement and as provided in DFARS 227.7202-1(a)
- and 227.7202-3(a) (1995),
DFARS 252.227-7013(c) (1) (ii)
(OCT
- 1988),
FAR 12.212(a) (1995),
FAR 52.227-19, or FAR52.227-14
- (ALT III), as applicable.
- ANSYS, Inc.
- THIS SOFTWARE CONTAINS CONFIDENTIAL INFORMATION AND TRADE
- SECRETS OF SAS IP, INC.
- USE, DISCLOSURE, OR REPRODUCTION
- IS PROHIBITED WITHOUT THE PRIOR EXPRESS WRITTEN PERMISSION
- OF SAS IP, INC.
- The Program also contains the following licensed software:
- W**WW****************W*WWW**WWW********************
- PCGLSS: Linear Equations Solver (C)
Copyright 1992-1995 Computational Applications and System Integration Inc.
All Rights Reserved.
- CA&SI, 2004 S.
Wright Street, Urbana, IL 61821 Ph (217)244-7875 Fax (217)244-7874
- CA&SI DOES NOT GUARANTEE THE CORRECTNESS OR USEFULNESS OF
- THE RESULTS OBTAINED USING PCGLSS.
CA&SI IS NOT LIABLE FOR
"* ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS.
IT IS THE
"* RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
"* USEFULNESS OF THE RESULTS.
Sheet 3 of 7 FSERVICES, INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PadSh BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
= 520 DATABASE SIZE REQUESTED (MB)
150 00150104 VERSION=INTEL NT RELEASE= 6.0 UP20010919 CURRENT JOBNAME=PadSh 19:35:13 JAN 23, 2002 CP
0.140 1
/com 2
/COM DISPLACEMENT DATA SORTED AND PRINTED 3
/COM 4
/FILE,PadSh 5
RESUME 6
/header,on,off,off,off,onoff 7
/POST1 8
/COM 9
/COM 10 EALL 11 NALL 12
/COM 13
/COM 14
/COM SET 1 15
/COM 16 SET,1 17 ESEL,TYPE,2 18 NELEM 19
/COM 20
/COM 21
/COM MAXIMUM VALUES OF Uy 22
/COM 23 NSORT,U,Y,0,0,2,SEL 24 PRNSOL,U 25 NUSORT 26
/COM 27
/COM 28
/COM 29
/COM MINIMUM VALUES OF Uy 30
/COM 31 NSORT,U,Y,1,0,2,SEL 32 PRNSOL,U 33 NUSORT 34
/COM 35
/COM 36
/COM
ENERCON FSRYICES, INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006 37 FINI 38
/EXIT 39 40 RUN SETUP PROCEDURE FROM FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE=
DISPLACEMENT DATA SORTED AND PRINTED CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAME=PadSh.db ANSYS GLOBAL STATUS ***
TITLE = Shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
MAX 2164 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED.
MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER
=
MAXIMUM REAL CONSTANT SET NUMBER
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F.
SET NUMBER
=
NUMBER OF SPECIFIED CONSTRAINTS
=
ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL.
NUMBER =
2 1
0 367 4657 9341 10212 166 339 224 48 (CARTESIAN)
INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS ANSYS -
ENGINEERING ANALYSIS ANSYS/Mechanical U 00150104 VERSION=INTEL NT SYSTEM RELEASE 6.0 19:35:13 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight ANSYS RESULTS INTERPRETATION (POSTI) 0.591 TIME= 19:35:13 Sheet 4 of 7 0
0.591 CP=
- NOTE ***
Sheet 5 of 7 F
~
ENERCON F
3 SERVICES, INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set.
Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
8812 ELEMENTS (OF 10212 NODES (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 DEFINED) SELECTED BY NALL COMMAND.
SET I
=-----------------------------
USE LOAD STEP 1
SUBSTEP 0
FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=
1 SUBSTEP=
TIME/FREQUENCY=
1.0000 TITLE= Shrinkage at 117 days and Deadweight 1
CUMULATIVE ITERATION=
ESEL FOR LABEL= TYPE FROM 1870 ELEMENTS (OF SELECT 2 TO 2 BY 1
8812 DEFINED) SELECTED BY ESEL COMMAND.
ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:35:14 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight NODE 2610 2609 UX UY UZ USUM
-0.16566E-01 0.58279E-01-0.16965E-01 0.62918E-01
-0.20151E-01 0.58119E-01-0.20370E-01 0.64798E-01 NODE SORT REMOVED 16 2
1.793
Sheet 6 of 7 ENE RCON F
SERVICES, INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006
~~------------------------------
MINIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 1 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT U NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:35:14 JAN 23, 2002 CP=
1.813 Shrinkage at 117 days and Deadweight NODE UX UY UZ USUM 1
0.0000
-0.49676E-02 0.0000 0.49676E-02 672 0.0000
-0.49664E-02-0.21869E-03 0.49712E-02 NODE SORT REMOVED EXIT THE ANSYS POST1 DATABASE PROCESSOR ROUTINE COMPLETED *****
CP =
1.813 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
0 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ANSYS RUN COMPLETED
I Release 6.0 UP20010919 INTEL NT Maximum Scratch memory Used
=
1034776 Words 3.947 MB
Sheet 7 of 7 SERVICES, INC.
Appendix DPad-SH to Calculation PGE-009-CALC-006 I
I CP Time (sec) =
2.303 Time
=
19:35:15 I
I Elapsed Time (sec) =
5.000 Date
=
01/23/2002 I
Sheet 1 of 13 E 3ENERCON F
SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 Originator:
Date:
September 20, 2002 Appendix FPad-SH This Appendix presents the ANSYS output file documenting the pad internal forces for the shrinkage stress analysis.
Sheet 2 of 13 F
~ENERCON SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U I
W E L C OME TO THE ANSYS PROGRAM M
ANSYS 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
- the United States.
- U.S.
GOVERNMENT RIGHTS
- Use, duplication, or disclosure by the U.S. Government is
- subject to restrictions set forth in the ANSYS, Inc.
- license agreement and as provided in DFARS 227.7202-1(a)
- and 227.7202-3 (a) (1995),
DFARS 252.227-7013(c) (1) (ii)
(OCT
- 1988),
FAR 12.212(a) (1995),
FAR 52.227-19, or FAR52.227-14 (ALT III),
as applicable.
- ANSYS, Inc.
"* THIS SOFTWARE CONTAINS CONFIDENTIAL INFORMATION AND TRADE
"* SECRETS OF SAS IP, INC.
- USE, DISCLOSURE, OR REPRODUCTION
"* IS PROHIBITED WITHOUT THE PRIOR EXPRESS WRITTEN PERMISSION
"* OF SAS IP, INC.
- W***
- WWWW****
WWWWWWWWWWWWWWWWW
- The Program also contains the following licensed software:
- PCGLSS: Linear Equations Solver (C)
Copyright 1992-1995 Computational Applications and System Integration Inc.
All Rights Reserved.
- CA&SI, 2004 S.
Wright Street, Urbana, IL 61821 Ph (217)244-7875 Fax (217)244-7874
- CA&SI DOES NOT GUARANTEE THE CORRECTNESS OR USEFULNESS OF
- THE RESULTS OBTAINED USING PCGLSS.
CA&SI IS NOT LIABLE FOR
"* ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS.
IT IS THE
"* RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
"* USEFULNESS OF THE RESULTS.
W***
- WWWW****
Sheet 3 of 13 FS~NERVCESNINC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS CO]
INITIAL JOBNAME BATCH MODE REQUESTED MEMORY REQUESTED (MB)
DATABASE SIZE REQUESTED MI MAND LINE ARGUMENTS
= PadSh
= LIST
= 520 (MB)
150 00150104 VERSION=INTEL NT RELEASE= 6.0 CURRENT JOBNAME=PadSh 19:40:55 JAN 23, 2002 CP
1 2
3 4
5 6
7 8
9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43
/com,
/COM
/com
/com,
/com, UP20010919 0.160 This routine processes load results data for the evaluation of pad internal forces and moments
/com
/ corn
/com
/ corn
/file,PadSh resume
/HEADER,ON,OFF,OFF,OFF,ON,OFF
/postl eall nall
/com
/ corn
/com SET 1 SET,1
/COM
/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip Z direction x = 0 to 204 Lines C to D
/com nsel,r,loc,x,-0.1,204.1 enode,1
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/com nsel,r,locz,-0.1,0.1 spoint,,102,-48.0,0.0 fsum
/com next strip x = 204 to 408 Lines D to E
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
Sheet 4 of 13 ENERCON SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100
/ com
/com select strip Z direction
/com nsel,r,locx,203.9,408.1 enode,1
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/com nsel,r,loc,z,-0.1,0.1 spoint,,306,-48.0,0.0 fsum
/comr
/comr
/com
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
/CoM
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
/com nsel,r,loc,z,-0.1,102.1 enode,l
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-48.0,51.0 fsum nelem
/com
/com next strip z = 102 to 306 Lines 6 to 7
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 102 to 306
/com nsel,r,loc,z,101.9,306.1 enode,l
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,, 0.0,-48.0,20 4.0 fsum nelem
/com
/com next strip z = 306 to 510 Lines 7 to 8
/com
/com
/com Select all nodes in pad only
Sheet 5 of 13 SERVICES, INC. Appendix FPad-SH to Calculation PGE-009-CALC-006 101
/com 102 esel,type,2 103 nelem 104
/com 105
/com select strip x direction z = 306 to 510 106
/com 107 nsel,r,loc,z, 3 05. 9,510.1 108 enode,l 109
/com 110
/com internal forces at x 0.0 LINE C 111 /com 112 nsel,r,loc,x,-0.1,0.1 113 spoint,,0.0,- 4 8.0,408.0 114 fsum 115 nelem 116
/com 117
/com next strip z = 510 to 630 Lines 8 to 10 118
/com 119
/com 120
/com Select all nodes in pad only 121
/com 122 esel,type,2 123 nelem 124
/com 125
/com select strip x direction z = 510 to 630 126
/com 127 nsel,r,loc,z,509.9, 6 3 0.1 128 enode,l 129
/com 130
/com internal forces at x 0.0 LINE C 131
/com 132 nsel,r,loc,x,-0.1,0.1 133 spoint,,0.0,-48.0, 5 7 0.0 134 fsum 135 eall 136 nall 137
/com 138
/com *********************************************************
139
/com *********************************************************
140 fini 141
/exit 142 143 144 145 146 RUN SETUP PROCEDURE FROM FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE=
0 This routine processes load results data for the evaluation of pad internal forces and moments
F SENERCON SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAME=PadSh.db ANSYS GLOBAL STATUS ***
TITLE = Shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
MAX 10212 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED.
MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F. SET NUMBER
=
NUMBER OF SPECIFIED CONSTRAINTS
=
ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL.
NUMBER =
2 1
0 367 4657 (CARTESIAN)
INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1
SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS ANSYS -
ENGINEERING ANALYSIS SYSTEM ANSYS/Mechanical U 00150104 VERSION=INTEL NT 1
RELEASE 6.0 9:40:56 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight ANSYS RESULTS INTERPRETATION (POST1)
NOTE
- CP=
0.611 TIME= 19:40:56 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set.
Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
8812 ELEMENTS (OF 10212 NODES (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 DEFINED) SELECTED BY NALL COMMAND.
Sheet 6 of 13 9341 10212 166 339 224 48 0.611
S'! ENERCON FSERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 SE1 SET 1 USE LOAD STEP 1
SUBSTEP 0
FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=
1 SUBSTEP=
1 CUMULATIVE ITERATION=
TIME/FREQUENCY=
1.0000 TITLE= Shrinkage at 117 days and Deadweight SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction x = 0 to 204 Lines C to D RESELECT KABS=
1296 SELECT 1020 1296 internal FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED)
SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000
-48.0000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-392.5554 FY
=
-33078.24 FZ
=
-39019.69 MX
=
0.8543538E+08 MY
=
733309.1 MZ
=
-7319.217 heet 7 of 13 16 204.10 0.10000 ES *****
Sheet 8 of 13 F%=i.l** ENERCON E
SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 SUMMATION POINT=
102.00
-48.000 0.0000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction RESELECT KABS=
1296 SELECT 1020 1296 internal FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND 408.10
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEME2TS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED)
SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 ANE KABS=
- 0.
TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-48.0000 0.00000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAq FX
=
923.6247 FY
=
-35415.40 FZ
=
-18571.40 MX
=
0.7921937E+08 MY
=
-3314747.
MZ
=
-63787.28 SUMMATION POINT=
306.00
-48.000 0.0000 0.10000 PES *****
SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
Sheet 9 of 13 E ENERCON SERVCES, INC. Appendix FPad-SH to Calculation PGE-009-CALC-006 1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6 RESELECT KABS=
528 SELECT 360 528 internal FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 102.10
- 0.
TOLERANCE= 0.102200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED)
SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-08 48 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 51.0000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-137829.5 FY
=
-28244.29 FZ
=
-191.3393 MX
=
-777.7775 MY
=
-30379.50 MZ
-0.4204211E+08 SUMMATION POINT
0.0000
-48.000 51.000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
528 NODES (OF 10212 DEFINED) SELECTED FROM 360 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 0.10000 ES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
Sheet 10 of 13 r'-'i ENERCON I"
SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 102 to 306 RESELECT KABS=
924 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED)
SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x
0.0 LINE C 306.10 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.100 KABS
- 0.
TOLERANCE= 0.200000E-08 84 NODES (OF 10212 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX
=
-314889.8 FY
=
-57891.24 FZ
=
-2604.722 MX
=
8196.450 MY
=
-1373514.
MZ
-0.8378861E+08 SUMMATION POINT
0.0000
-48.000 204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
924 NODES (OF 10212 DEFINED)
SELECTED FROM 720 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 306 to 510 Lines 7 to 8 00 AND 0.10000 COMMAND.
204.000 COORDINATES
- Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM
Sheet 11 of 13 FS~NERVCESINC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 306 to 510 RESELECT KABS=
924 SELECT 720 924 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED)
SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10O00 AND KABS=
- 0.
TOLERANCE= 0.200000E-08 84 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 408.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
-448136.0 FY
=
-63084.03 FZ
=
-8405.768 MX
=
-305907.0 MY
=
-2127001.
MZ
-0.7960841E+08 SUMMATION POINT
0.0000
-48.000 408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
924 NODES (OF 10212 DEFINED)
SELECTED FROM 720 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 510 to 630 Lines 8 to 10 510.10 0.10000 ES *****
Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 510 to 630
Sheet 12 of 13 I ERCON F
SRIESIC Appendix FPad-SH to Calculation PGE-009-CALC-006 RESELECT KABS=
396 SELECT 240 396 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 ANU
- 0.
TOLERANCE= 0.120200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C 630.10 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10U00 KABS=
- 0.
TOLERANCE= 0.200000E-08 36 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-48.0000 570.000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
-288218.4 FY
=
-31288.21 FZ
=
-3202.622 MX
=
-332202.2 MY
=
1880875.
MZ
-0.4046600E+08 SUMMATION POINT
0.0000
-48.000 570.00 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED)
SELECTED BY NALL COMMAND.
EXIT THE ANSYS POST1 DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
.3 2.213 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 0
0
Sheet 13 of 13 F *t ENERCON SERVICES, INC.
Appendix FPad-SH to Calculation PGE-009-CALC-006 ANSYS RUN COMPLETED I
Release 6.0 UP20010919 INTEL NT I
Maximum Scratch Memory Used
=
1034776 Words 3.947 MB I
CP Time (sec) =
2.714 Time
=
19:40:58 Elapsed Time (sec) =
5.000 Date
=
01/23/2002
Sheet 1 of 9 F
ENERCON t':1,mlSERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 Originator:
Date:
September 20, 2002 Appendix SPad-SH This Appendix presents the ANSYS output file documenting the pad stress response for the shrinkage stress analysis.
Sheet 2 of 9 1.. ENERCON SSERVICES, INC. Appendix SPad-SH to Calculation PGE-009-CALC-006 ANSYS/Mechanical U WELCOME TO THE AN SY S PROGRAM I
ANSYS 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
- the United States.
- U.S.
GOVERNMENT RIGHTS
- Use, duplication, or disclosure by the U.S. Government is
- subject to restrictions set forth in the ANSYS, Inc.
- license agreement and as provided in DFARS 227.7202-1 (a)
- and 227.7202-3 (a) (1995),
DFARS 252.227-7013(c) (1) (ii)
(OCT
- 1988),
FAR 12.212(a) (1995),
FAR 52.227-19, or FAR52.227-14
- (ALT III), as applicable.
ANSYS, Inc.
"* THIS SOFTWARE CONTAINS CONFIDENTIAL INFORMATION AND TRADE
"* SECRETS OF SAS IP, INC.
- USE, DISCLOSURE, OR REPRODUCTION
"* IS PROHIBITED WITHOUT THE PRIOR EXPRESS WRITTEN PERMISSION
"* OF SAS IP, INC.
- The Program also contains the following licensed software:
- WWWWWWWW**W*W***W*******
W**WWWWW****WW****
- PCGLSS: Linear Equations Solver
- (C) Copyright 1992-1995 Computational Applications and System Integration Inc.
All Rights Reserved.
- CA&SI, 2004 S. Wright Street, Urbana, IL 61821 Ph (217)244-7875 Fax (217)244-7874
- CA&SI DOES NOT GUARANTEE THE CORRECTNESS OR USEFULNESS OF
- THE RESULTS OBTAINED USING PCGLSS.
CA&SI IS NOT LIABLE FOR
- ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS.
IT IS THE
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Sheet 3 of 9 F NESCO SERVICES, INC. Appendix SPad-SH to Calculation PGE-009-CALC-006 Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PadSh BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
= 520 DATABASE SIZE REQUESTED (MB)
150 00150104 VERSION=INTEL NT RELEASE= 6.0 UP20010919 CURRENT JOBNAME=PadSh 19:38:14 JAN 23, 2002 CP
0.150 1
/COM 2
/COM 3
/COM STRESS DATA SORTED AND PRINTED BY LOAD CASE 4
/COM 5
/COM 6
/COM 7
/COM THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD CASE 8
/COM FIRST SX, SZ, S1 (MAX)
AND S3 (MIN) 9
/COM 10
/COM 11
/file,PadSh 12 resume 13
/header,on,off,off,off,on,off 14
/postl 15
/COM 16 EALL 17 NALL 18
/COM 19
/COM 20
/COM 21
/COM 22
/COM SET 1 23
/COM 24 SET,1 25 ESEL,TYPE,2 26 NELEM 27
/COM 28
/COM 29
/COM MAXIMUM VALUES OF SX 30
/COM 31 NSORT,S,X,0,0,2,SEL 32 PRNSOL,S 33 NUSORT 34
/COM 35
/COM 36
/COM MINIMUM VALUES OF SX 37
/COM 38 NSORT,S,X,1,0,2,SEL 39 PRNSOL,S 40 NUSORT 41
/COM 42
/COM 43
/COM MAXIMUM VALUES OF SZ
Sheet 4 of 9 F 'I ENERCON SERVICES, INC. Appendix SPad-SH to Calculation PGE-009-CALC-006 44
/COM 45 NSORT,S,Z,0,0,2,SEL 46 PRNSOL,S 47 NUSORT 48
/COM 49
/COM 50
/COM MINIMUM VALUES OF SZ 51
/COM 52 NSORT, S,Z,1,0,2,SEL 53 PRNSOL,S 54
/COM 55
/COM 56
/COM 57
/COM MAXIMUM VALUES OF S1 58
/COM 59 NSORT,S,1,0,0,2,SEL 60 PRNSOL,S,PRIN 61 NUSORT 62
/COM 63
/COM 64
/COM MINIMUM VALUES OF S3 65
/COM 66 NSORT,S,3,1,0,2,SEL 67 PRNSOL,S,PRIN 68 NUSORT 69
/COM 70
/COM 71
/COM 72
/COM 73
/COM 74
/COM 75 EALL 76 NALL 77 FINI 78
/EXIT RUN SETUP PROCEDURE FROM FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE=
0 STRESS DATA SORTED AND PRINTED BY LOAD CASE THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD CASE FIRST SX, SZ, S1 (MAX)
AND S3 (MIN)
CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAME=PadSh.db ANSYS GLOBAL STATUS ***
EII ENERCON SERVICES, INC. Appendix SPad-SH to Calculation PGE-009-CALC-006 TITLE = Shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 1870 ELEMENTS CURRENTLY SELECTED.
MAX 2376 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED.
MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER
=
MAXIMUM REAL CONSTANT SET NUMBER
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F.
SET NUMBER
=
NUMBER OF SPECIFIED CONSTRAINTS
=
ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER LINE NUMBER =
AREA NUMBER =
VOL.
NUMBER =
2 1
0 367 4657 (CARTESIAN)
INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1
SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS ANSYS - ENGINEERING ANALYSIS SYSTEM ANSYS/Mechanical U 00150104 VERSION=INTEL NT I
RELEASE 6.0 9:38:14 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight ANSYS RESULTS INTERPRETATION (POST1)
- NOTE
- CP=
0.631 TIME= 19:38:14 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set.
Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
8812 ELEMENTS (OF 10212 NODES (OF 8812 DEFINED)
SELECTED BY EALL COMMAND.
10212 DEFINED)
SELECTED BY NALL COMMAND.
SET 1 Sheet 5 of 9 9341 10212 166 339 224 48 0.631 0
FOR LOAD CASE 0 USE LOAD STEP 1
SUBSTEP
F E NERCON F SERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 SET COMMAND GOT LOAD STEP=
1 SUBSTEP=
1 CUMULATIVE ITERATION=
TIME/FREQUENCY=
1.0000 TITLE= Shrinkage at 117 days and Deadweight ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
MAXIMUM VALUES OF SX Sheet 6 of 9 16 SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 0 KABS= 0 NMAX=
2 ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:38:16 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight 2.063 NODE SX SY SZ SXY SYZ SXZ 1
1506.0 0.16308 1524.4 1.2072
-0.94098E-01-0.82939E-02 672 1506.0 0.25421 1524.3 1.2070
-0.25594E-01-0.17400E-01 NODE SORT REMOVED MIN:MUN.i VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ORDER= 1 KABS= 0 NMAX=
2 ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:38:16 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight 2.083 SY SZ SXY SYZ SXz NODE SX
Sheet 7 of 9
- -*1*ENERCON F
SERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 2669
-189.40
-76.758
-150.06
-25.371
-33.582 923
-181.78
-3.1022
-150.32
-28.174
-0.65449 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:38:16 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight NODE SX SY Sz SXY SYZ 1
1506.0 0.16308 1524.4 1.2072
-0.94098E-01 672 1506.0 0.25421 1524.3 1.2070
-0.25594E-01 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=
2 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:38:16 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight NODE SX SY SZ SXY SYZ 633
-131.20
-68.140
-183.07
-43.181
-9.3680 635
-163.77 27.224
-175.24
-6.1373
-10.706 MAXIMUM VALUES OF S1 SORT ON ITEM=S COMPONENT=1 ORDER=
0 KABS= 0 NMAX=
2
-3.0037
-6.2950 2.113 SXz
-0.82939E-02
-0.17400E-01 2.143 SXZ
-2.4794
-7.1740
Sheet 8 of 9 F ISERVICES, INC.
Appendix SPad-SH to Calculation PGE-009-CALC-006 SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE 1
ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:38:16 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight NODE 1
672 S1 1524.4 1524.3 S2 1506.0 1506.0 S3 0.16211 0.25324 SINT 1524.2 1524.1 SEQV 1515.1 1515.0 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX=
SORT COMPLETED FOR 2 VALUES.
PRINT S NODAL SOLUTION PER NODE
.1 ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 19:38:16 JAN 23, 2002 CP=
Shrinkage at 117 days and Deadweight NODE 2706 2668 S1
-93.475
-110.01 S2
-156.53
-149.85 S3
-229.57
-215.79 SINT 136.10 105.77 SEQV 117.97 92.529 NODE SORT REMOVED 8812 ELEMENTS (OF 10212 NODES (OF 8812 DEFINED)
SELECTED BY EALL COMMAND.
10212 DEFINED)
SELECTED BY NALL COMMAND.
EXIT THE ANSYS POSTI DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
2.173 2
2.203 2.203
Sheet 9 of 9 F11ENERCON SERVICES, INC. Appendix SPad-SH to Calculation PGE-009-CALC-006 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh. db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
0 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ANSYS RUN COMPLETED I
Release 6.0 UP20010919 INTEL NT I
Maximum Scratch Memory Used 1034776 Words
- 3. 947 MB I
CP Time (sec)
=
2.704 Time
=
19:38:17 Elapsed Time (sec) =
5.000 Date
=
01/23/2002
Sheet 1 of 25 F
~
ENERCON F
SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 Originator: "-S. C. Tum nelli Date:
September 20, 2002 Appendix FTPad-SH This Appendix presents the ANSYS output file for the pad internal forces for the top 12 and top 6 inches for the shrinkage stress analysis.
Sheet 2 of 25 F
~
ENERCON SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 ANSYS file for the top 12 inches:
ANSYS/Mechanical U S
WE L COME TO THE ANSYS PROGRAM i
I--------------------------------*
ANSYS 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished--- rights reserved under the Copyright Laws of
- the United States.
- U.S.
GOVERNMENT RIGHTS
- Use, duplication, or disclosure by the U.S. Government is
- subject to restrictions set forth in the ANSYS, Inc.
- license agreement and as provided in DFARS 227.7202-1(a)
- and 227.7202-3 (a) (1995),
DFARS 252.227-7013(c) (1) (ii)
(OCT
- 1988),
FAR 12.212(a) (1995),
FAR 52.227-19, or FAR52.227-14
- (ALT III), as applicable.
- ANSYS, Inc.
- THIS SOFTWARE CONTAINS CONFIDENTIAL INFORMATION AND TRADE
- SECRETS OF SAS IP, INC.
- USE, DISCLOSURE, OR REPRODUCTION
- IS PROHIBITED WITHOUT THE PRIOR EXPRESS WRITTEN PERMISSION
- OF SAS IP, INC.
- The Program also contains the following licensed software:
- PCGLSS: Linear Equations Solver (C) Copyright 1992-1995 Computational Applications and System Integration Inc.
All Rights Reserved.
- CA&SI, 2004 S.
Wright Street, Urbana, IL 61821 Ph (217)244-7875 Fax (217)244-7874
- CA&SI DOES NOT GUARANTEE THE CORRECTNESS OR USEFULNESS OF
- THE RESULTS OBTAINED USING PCGLSS.
CA&SI IS NOT LIABLE FOR
- ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS.
IT IS THE
Sheet 3 of 25 F -
ENERCON SSERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006
"* RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
"* USEFULNESS OF THE RESULTS.
Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PadSh BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
= 520 DATABASE SIZE REQUESTED (MB)
150 00150104 VERSION=INTEL NT RELEASE= 6.0 UP20010919 CURRENT JOBNAME=PadSh 10:56:03 JAN 28, 2002 CP
0.140 1
/com, 2
/COM 3
/com 4
/com, This routine processes load results data for the 5
/com, evaluation of pad internal forces and momentS 6
/com, for the top 12 inches of the pad 7
/com 8
/com 9
/com 10
/com 11
/file,PadSh 12 resume 13
/HEADER,ON,OFF,OFF,OFF,ON,OFF 14
/postl 15 eall 16 nall 17
/com 18
/com *******************************************************
19
/com SET 1 ***************************
20 SET,1 21
/COM 22
/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS 23
/com 24
/com Select all nodes in pad only 25
/com 26 esel,type,2 27 nelem 28
/com 29
/com select strip Z direction x = 0 to 204 Lines C to D 30
/com 31 nsel,r,loc,x,-0.1,204.1 32 enode,l 33
/com 34
/com internal forces at Z = 0.0 LINE 5 1/2 35
/com 36 nsel,r,loc,z,-0.1,0.1 37 nsel,r,loc,y,0.1,-1 2.l 38 spoint,,102,-6.0,0.0 39 fsum 40
/com next strip x = 204 to 408 Lines D to E
ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 Sheet 4 of 25 I
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip Z direction
/com nsel,r,loc,x,203.9,408.1 nsel,r,loc,y,0.1,-12.1 enode,1
/com
/com internal forces at Z
= 0.0 LINE 5 1/2
/com nsel,r,loc,z,-0.1,0.1 spoint,,306,-6.0,0.0 fsum
/ corn
/comr
/com
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
/COM
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
/com nsel,r,loc,z,-0.1,102.1 nsel,r,loc,y, 0.1,-12.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-6.0,51.0 fsum nelem
/com
/com next strip z = 102 to 306 Lines 6 to 7
/com
/com
/com Select all nodes in pad only
/com esel,type, 2 nelem
/com
/com select strip x direction z = 102 to 306
/com nsel,r,loc,z,101.9,306.1 nsel,r,loc,y, 0.1,-12.1 enode,l
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,locx,-0.1,0.1
Sheet 5 of 25 F 3SERNICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 98 spoint,,0.0,-6.0,204.0 99 fsum 100 nelem 101 /com 102
/com next strip z = 306 to 510 Lines 7 to 8 103
/com 104
/com 105
/com Select all nodes in pad only 106
/com 107 esel,type,2 108 nelem 109./com 110 /com select strip x direction z 306 to 510 111 /com 112 nsel,r,loc,z,305.9,510.1 113 nsel,r,loc,y,0.1,-12.1 114 enode,1 115
/com 116
/com internal forces at x = 0.0 LINE C 117
/com 118 nsel,r,loc,x,-0.1,0.1 119 spoint,,0.0,-6.0,408.0 120 fsum 121 nelem 12ý
/com 123
/com next strip z = 510 to 630 Lines 8 to 10 124
/com 125
/com 126
/com Select all nodes in pad only 127
/com 128 esel,type,2 129 nelem 130
/com 131
/com select strip x direction z 510 to 630 132
/com 133 nsel,r,loc,z,509.9,630.1 134 nsel,r,loc,y,0.1,-12.1 135 enode,1 136
/com 137
/com internal forces at x = 0.0 LINE C 138
/com 139 nsel,r,loc,x,-0.1,0.1 140 spoint,,0.0,-6.0,570.0 141 fsum 142 eall 143 nall 144
/com 145
/com **********************************************************
146
/com 147 fini 148
/exit RUN SETUP PROCEDURE FROM FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE=
0
Sheet 6 of 25 Fi
-ENERCON SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 This routine processes load results data for the evaluation of pad internal forces and momentS for the top 12 inches of the pad
- WW*****************
CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAME=PadSh.db ANSYS GLOBAL STATUS ***
TITLE = Shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
MAX 10212 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED.
MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER
=
MAXIMUM REAL CONSTANT SET NUMBER
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F.
SET NUMBER
=
NUMBER OF SPECIFIED CONSTRAINTS
=
ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL.
NUMBER =
2 1
0 367 4657 9341 10212 166 339 224 48 (CARTESIAN)
INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1
SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS ANSYS -
ENGINEERING ANALYSIS SYSTEM RELEASE 6.0 ANSYS/Mechanical U 00150104 VERSION=INTEL NT 10:56:03 JAN 28, 2002 CP=
Shrinkage at 117 days and Deadweight ANSYS RESULTS INTERPRETATION (POST1)
NOTE
- CP=
0.561 TIME= 10:56:03 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set.
Note that any 0.561
,.Sheet 7 of 25 F
~
ENERCON SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
8812 ELEMENTS (OF 8812 DEFINED)
SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED)
SELECTED BY NALL COMMAND.
- ****************SET*1***************************
SET 1 USE LOAD STEP 1
SUBSTEP 0
FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=
1 SUBSTEP=
1 CUMULATIVE ITERATION=
16 TIME/FREQUENCY=
1.0000 TITLE= Shrinkage at 117 days and Deadweight SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction x = 0 to 204 Lines C to D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 204.10 KABS=
- 0.
TOLERANCE= 0.204200E-05 1296 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
1020 ELEMENTS (OF 8812 DEFINED)
SELECTED FROM 1296 SELECTED NODES BY ENOD COMMAND.
internal forces at Z = 0.0 LINE 5 1/2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
RESELECT FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.122000E-06 18 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
Sheet 8 of 25 ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000
-6.00000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
14891.89 FY
=
1462.558 FZ
=
1510694.
MX
=
3306212.
MY
=
387291.4 MZ
=
170310.3 SUMMATION POINT=
102.00
-6.0000 0.0000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction RESELECT KABS=
1296 RESELECT KABS=
324 SELECT 170 324 internal FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 AND
- 0.
TOLERANCE= 0.122000E-06 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-08 18 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-6.00000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAM FX
=
21.61996 408.10 0.10000 0.10000
'ES *****
Sheet 9 of 25 F
ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 FY
=
-3748.838 FZ
=
1419874.
MX
=
3467140.
MY
=
2185203.
MZ
=
-1841.302 SUMMATION POINT=
306.00
-6.0000 0.0000 SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY E!
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6 RESELECT KABS=
528 RESELECT KABS=
132 SELECT 60 132 internal SEL COMMAND.
FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND
- 0.
TOLERANCE= 0.102200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 AND
- 0.
TOLERANCE= 0.122000E-06 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED)
SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-08 12 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-6.00000 51.0000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX
=
718834.5 FY
=
-2272.945 FZ
=
-34.26578 102.10 0.10000 0.10000 ES *****
Sheet 10 of25 ENRCON F SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 MX
=
26.58270 MY
=
-4395.688 MZ
=
-1754228.
SUMMATION POINT=
0.0000
-6.0000 51.000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
132 NODES (OF 10212 DEFINED)
SELECTED FROM 60 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 102 to 306 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND 306.10 KABS=
- 0.
TOLERANCE= 0.204200E-05 924 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
RESELECT FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.122000E-06 231 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
120 ELEMENTS (OF 8812 DEFINED)
SELECTED FROM 231 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 21 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-6.00000 204.000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES *****
FX
=
1430751.
Sheet 11 of 25 ENERCON F
SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 FY
=
-4590.278 FZ
=
-630.8487 MX
=
1875.998 MY
=
-257829.3 MZ
=
-3508909.
SUMMATION POINT=
0.0000
-6.0000 204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
231 NODES (OF 10212 DEFINED) SELECTED FROM 120 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 306 to 510 Lines 7 to 8 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 306 to 510 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND 510.10 KABS=
- 0.
TOLERANCE= 0.204200E-05 924 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
RESELECT FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.122000E-06 231 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
120 ELEMENTS (OF 8812 DEFINED)
SELECTED FROM 231 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 21 NODES (OF 10212 DEFINED)
SELECTED BY, NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-6.00000 408.000
Sheet 12 of 25 E E NERCON SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
1384017.
FY
=
-4848.322 FZ
=
-3569.679 MX
=
3766.729 MY
=
-1422260.
MZ
=
-3500475.
SUMMATION POINT=
0.0000
-6.0000 408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
231 NODES (OF 10212 DEFINED)
SELECTED FROM 120 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 510 to 630 Lines 8 to 10 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 510 to 630 RESELECT KABS=
396 RESELECT KABS=
99 SELECT 40 99 internal RESELECT KABS=
9 NODE FOR FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND
- 0.
TOLERANCE= 0.120200E-05 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -12.100 AND
- 0.
TOLERANCE= 0.122000E-06 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C 630.10 0.10000 FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000
- 0.
TOLERANCE= 0.200000E-08 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
MOMENT SUMMATION=
0
Sheet 13 of 25
- '*ENERCON E j SERVICES, INC. Appendix FrPad-SH to Calculation PGE-009-CALC-006 MOMENT SUMMATION LOCATION=
0.00000
-6.00000 570.000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
752669.1 FY
=
-2670.776 FZ
=
-2149.334 MX
=
-4752.461 MY
=
-789838.4 MZ
=
-2027422.
SUMMATION POINT=
0.0000
-6.0000 570.00 8812 ELEMENTS (OF 8812 DEFINED) SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED)
SELECTED BY NALL COMMAND.
EXIT THE ANSYS POSTI DATABASE PROCESSOR
- ROUTINE COMPLETED ****4 CP =
2.063 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
0 NUMBER OF ERROR MESSAGES ENCOUNTERED=
0 ANSYS RUN COMPLETED I
Release 6.0 UP20010919 INTEL NT i
Maximum Scratch Memory Used 1034776 Words 3.947 MB I
CP Time (sec) =
2.524 Time
=
10:56:06 Elapsed Time (sec) =
6.000 Date
=
01/28/2002
Sheet 14 of 25 F
~I-ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 ANSYS file for the top 6 inches:
ANSYS/Mechanical U W
WELCOME TO THE ANSYS PROGRAM M
I I
ANSYS 6.0 NOTICES
- Copyright 2001 SAS IP, Inc.
All rights reserved.
- Unpublished---rights reserved under the Copyright Laws of
- the United States.
- U.S.
GOVERNMENT RIGHTS
- Use, duplication, or disclosure by the U.S. Government is
- subject to restrictions set forth in the ANSYS, Inc.
- license agreement and as provided in DFARS 227.7202-1(a)
- and 227.7202-3(a) (1995),
DFARS 252.227-7013(c) (1) (ii)
(OCT
- 1988),
FAR 12.212 (a) (1995),
FAR 52.227-19, or FAR52.227-14 (ALT III), as applicable.
- ANSYS, Inc.
- THIS SOFTWARE CONTAINS CONFIDENTIAL INFORMATION AND TRADE SECRETS OF SAS IP, INC.
- USE, DISCLOSURE, OR REPRODUCTION IS PROHIBITED WITHOUT THE PRIOR EXPRESS WRITTEN PERMISSION
- OF SAS IP, INC.
- W**W*WW**WW*WWWW**WWWW**W**W***********
- The Program also contains the following licensed software:
- PCGLSS: Linear Equations Solver (C)
Copyright 1992-1995 Computational Applications and System Integration Inc.
All Rights Reserved.
- CA&SI, 2004 S.
Wright Street, Urbana, IL 61821 Ph (217)244-7875 Fax (217)244-7874
- CA&SI DOES NOT GUARANTEE THE CORRECTNESS OR USEFULNESS OF
- THE RESULTS OBTAINED USING PCGLSS.
CA&SI IS NOT LIABLE FOR
- ANY CONCLUSIONS OR ACTIONS BASED ON THE RESULTS.
IT IS THE
Sheet 15 of 25 SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006
- RESPONSIBILITY OF THE USER TO CONFIRM THE ACCURACY AND
- USEFULNESS OF THE RESULTS.
Completing ANSYS Load Process.
ANSYS COMMAND LINE ARGUMENTS INITIAL JOBNAME
= PadSh BATCH MODE REQUESTED
= LIST MEMORY REQUESTED (MB)
= 520 DATABASE SIZE REQUESTED (MB)
150 00150104 VERSION=INTEL NT RELEASE= 6.0 UP20010919 CURRENT JOBNAME=PadSh 10:59:54 JAN 28, 2002 CP
0.140
/com,
/COM
/com
/com, This routine processes load results data for the
/com, evaluation of pad internal forces and moments
/com, for the top 6 inches of the pad
/com
/comr
/comr
/com
/file,PadSh resume
/HEADER, ON, OFF, OFF, OFF, ON, OFF
/postl e
nall
/com
/comr
/com ***********************
SET 1 ***************************
SET,1
/COM
/COM SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIP*
/com
/com
/com Select all nodes in pad only 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/ com nsel,r,loc,z,-0.1,0.1 nsel,r,loc,y,0.1,-6.1 spoint,,102,-3.0,0.0 fsum
/com next strip x = 204 to 408 Lines D to E 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, 2 04.1 enode,1 S
ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 Sheet 16 of 25 1
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip Z direction
/com nsel,r,loc,x,203.9,408.1 nsel,r,loc,y,0.1,-6.1 enode,1
/com
/com internal forces at Z = 0.0 LINE 5 1/2
/com nsel,r, loc,z,-0.1,0.1 spoint,,306,-3.0,0.0 fsum
/corn
/com
/com
/COM SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS
/COM
/com Select all nodes in pad only
/com esel,type, 2 nelem
/com
/com select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6
/com nsel,r,loc,z,-0.1,10 2.1 nsel,r, loc,y,0.1,-6.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-3.0,51.0 fsum nelem
/com
/com next strip z = 102 to 306 Lines 6 to 7
/com
/com
/com Select all nodes in pad only
/com esel,type,2 nelem
/com
/com select strip x direction z = 102 to 306
/com nsel,r,loc,z,101.9,306.1 nsel,r,loc,y,0.1,-6.1 enode,1
/com
/com internal forces at x = 0.0 LINE C
/com nsel,r, loc,x,-0.1,0.1
Sheet 17 of 25 ENERCON SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 spoint,,0.0,-3.0,204.0 fsum nelem
/com
/com
/com
/com
/com 98 99 100 101 102 103 104 105 106 107 108 109 110 ill 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 next strip z = 306 to 510 Lines 7 to 8 Select all nodes in pad only 2
/com select strip x
/com nsel,r,loc,z,305.9,510.1 nsel,r,loc,y, 0.1,-6.1 enode,1
/com
/com internal force
/com nsel,r, loc,x,-0.1,0.1 spoint,,0.0,-3.0,408.0 fsum nelem
/com
/com
/com
/com
/com
/com esel,type, nelem
/com
/com direction z = 306 to 510 s at x = 0.0 LINE C next strip z = 510 to 630 Lines 8 to 10 Select all nodes in pad only 2
select strip x direction z = 510 to 630
/com nsel,r,loc,z,509.9,630.1 nsel,r,loc,y,0.1,-6.1 enode,l
/com
/com internal forces at x = 0.0
/com nsel,r,loc,x,-0.1,0.1 spoint,,0.0,-3.0,570.0 LINE C f sum eall nall
/com
/com **********************************************************
fini
/exit RUN SETUP PROCEDURE FROM FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start6O.ans
/INPUT FILE= C:\\PROGRAM FILES\\ANSYS INC\\ANSYS60\\docu\\start60.ans LINE=
EI
/com esel,type, nelem
/com 0
Sheet 18 of 25 ENERCON F
~
SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 This routine processes load results data for the evaluation of pad internal forces and momentS for the top 6 inches of the pad CURRENT JOBNAME REDEFINED AS PadSh RESUME ANSYS DATA FROM FILE NAME=PadSh.db
- ** ANSYS GLOBAL STATUS ***
TITLE = shrinkage at 117 days and Deadweight ANALYSIS TYPE =
STATIC (STEADY-STATE)
NUMBER OF ELEMENT TYPES =
5 8812 ELEMENTS CURRENTLY SELECTED.
MAX 10212 NODES CURRENTLY SELECTED.
MAX 166 KEYPOINTS CURRENTLY SELECTED.
MAX 339 LINES CURRENTLY SELECTED.
MAX 2 AREAS CURRENTLY SELECTED.
MAX 48 VOLUMES CURRENTLY SELECTED.
MAX 22 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER
=
MAXIMUM REAL CONSTANT SET NUMBER
=
ACTIVE COORDINATE SYSTEM MAXIMUM COUPLED D.O.F. SET NUMBER
=
NUMBER OF SPECIFIED CONSTRAINTS
=
ELEMENT NUMBER =
NODE NUMBER =
KEYPOINT NUMBER =
LINE NUMBER =
AREA NUMBER =
VOL.
NUMBER =
2 1 0
367 4657 9341 10212 166 339 224 48 (CARTESIAN)
INITIAL JOBNAME = PadSh CURRENT JOBNAME = PadSh PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1
SUBTITLE(S)
LOAD STEP ID NOTE LINE(S)
HEADER LABELS REPORT TOTALS ANSYS -
ENGINEERING ANALYSIS ANSYS/Mechanical U 00150104 VERSION=INTEL NT SYSTEM RELEASE 6.0 10:59:54 JAN 28, 2002 CP=
Shrinkage at 117 days and Deadweight ANSYS RESULTS INTERPRETATION (POST1)
NOTE
- CP=
0.601 TIME= 10:59:54 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set.
Note that any 0.601
Sheet 19 of 25 EJ ENERCON
- r. ~
SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
- WARNING ***
CP=
0.601 TIME= 10:59:54 E is not a recognized POSTI command, abbreviation, or macro.
This command will be ignored.
10212 NODES (OF 10212 DEFINED)
SELECTED BY NALL COMMAND.
SET* 1************ ***** ** ***
~~ SET 1 USE LOAD STEP 1
SUBSTEP 0
FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=
1 SUBSTEP=
1 CUMULATIVE ITERATION=
16 TIME/FREQUENCY=
1.0000 TITLE= shrinkage at 117 days and Deadweight SECTION THE PAD IN TO 2 NORTH-SOUTH Z-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction x = 0 to 204 Lines C to D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 204.10 KABS=
- 0.
TOLERANCE= 0.204200E-05 1296 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
1020 ELEMENTS (OF 8812 DEFINED) SELECTED FROM 1296 SELECTED NODES BY ENOD COMMAND.
internal forces at Z = 0.0 LINE 5 1/2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 72 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
RESELECT FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.620000E-07
Sheet 20 of 25 ENERCON SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 12 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
102.000
-3.00000 0.00000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
- FX
=
10063.85 FY
=
905.7373 FZ
=
1358678.
M4X
=
142270.0 MY
=
242030.3 MZ
=
114737.9 SUMMATION POINT=
102.00
-3.0000 0.0000 next strip x = 204 to 408 Lines D to E Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip Z direction RESELECT KABS=
1296 RESELECT KABS=
216 SELECT 85 216 internal FOR ITEM=LOC COMPONENT=X BETWEEN 203.90 AND
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND
- 0.
TOLERANCE= 0.620000E-07 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED)
SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at Z = 0.0 LINE 5 1/2 408.10 0.10000 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 12 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
306.000
-3.00000 0.00000
Sheet 21 of 25 F
ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
11.28684 FY
=
-1940.346 FZ
=
1143045.
MX
=
682629.4 MY
=
1430087.
MZ
=
-475.4506 SUMMATION POINT=
306.00
-3.0000 0.0000 SECTION THE PAD IN TO 4 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.*
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 0.0 to 102 Lines 5 1/2 to 6 RESELECT KABS=
528 RESELECT KABS=
88 SELECT 30 88 internal FOR ITEM=LOC COMPONENT=Z BETWEEN-0.10000 AND
- 0.
TOLERANCE= 0.102200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND
- 0.
TOLERANCE= 0.620000E-07 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND KABS=
- 0.
TOLERANCE= 0.200000E-08 8
NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-3.00000 51.0000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAI FX
=
578435.6 102.10 0.10000 0.10000
'ES *****
Sheet 22 of 25 F
ENERCON SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 FY
=
-345.1804 FZ
=
-17.22419 MX
=
7.100706 MY
=
-2237.241 MZ
=
-328085.0 SUMMATION POINT=
0.0000
-3.0000 51.000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
88 NODES (OF 10212 DEFINED) SELECTED FROM 30 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 102 to 306 Lines 6 to 7 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 102 to 306 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND 306.10 KABS=
- 0.
TOLERANCE= 0.204200E-05 924 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
RESELECT FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.620000E-07 154 NODES (OF 10212 DEFINED) SELECTED BY NSEL COMMAND.
SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
60 ELEMENTS (OF 8812 DEFINED)
SELECTED FROM 154 SELECTED NODES BY ENOD COMMAND.
internal forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 14 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-3.00000 204.000
Sheet 23 of 25 EERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
1153356.
FY
=
-701.8030 FZ
=
-322.0606 MX
=
489.7172 MY
=
-132416.4 MZ
=
-656324.3 SUMMATION POINT=
0.0000
-3.0000 204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
154 NODES (OF-10212 DEFINED)
SELECTED FROM 60 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 306 to 510 Lines 7 to 8 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED) SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 306 to 510 RESELECT KABS=
924 RESELECT KABS=
154 SELECT 60 154 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 305.90 AND 510.10
- 0.
TOLERANCE= 0.204200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND 0.10000
- 0.
TOLERANCE= 0.620000E-07 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X" BETWEEN-0.10000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 14 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
NODE FOR MOMENT SUMMATION=
0
Sheet 24 of 25 ENERCON
" 01SERVICES, INC. Appendix FTPad-SH to Calculation PGE-009-CALC-006 MOMENT SUMMATION LOCATION=
0.00000
-3.00000 408.000
- SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
- FX
=
1128242.
FY
=
-771.5669 FZ
=
-1875.964 MX
=
1218.623 MY
=
-829028.4 MZ
=
-655829.1 SUMMATION POINT=
0.0000
-3.0000 408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
154 NODES (OF 10212 DEFINED) SELECTED FROM 60 SELECTED ELEMENTS BY NELE COMMAND.
next strip z = 510 to 630 Lines 8 to 10 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1
1870 ELEMENTS (OF 8812 DEFINED)
SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
2376 NODES (OF 10212 DEFINED)
SELECTED FROM 1870 SELECTED ELEMENTS BY NELE COMMAND.
select strip x direction z = 510 to 630 RESELECT KABS=
396 RESELECT KABS=
66 SELECT 20 66 internal FOR ITEM=LOC COMPONENT=Z BETWEEN 509.90 AND
- 0.
TOLERANCE= 0.120200E-05 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
FOR ITEM=LOC COMPONENT=Y BETWEEN -6.1000 AND
- 0.
TOLERANCE= 0.620000E-07 NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.
ELEMENTS (OF 8812 DEFINED)
SELECTED FROM SELECTED NODES BY ENOD COMMAND.
forces at x = 0.0 LINE C 630.10 0.10000 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN-0.10000 AND 0.10000 KABS=
- 0.
TOLERANCE= 0.200000E-08 6
NODES (OF 10212 DEFINED)
SELECTED BY NSEL COMMAND.
Sheet 25 of 25 F
ENERCON SERVICES, INC.
Appendix FTPad-SH to Calculation PGE-009-CALC-006 NODE FOR MOMENT SUMMATION=
0 MOMENT SUMMATION LOCATION=
0.00000
-3.00000 570.000 SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX
=
629499.1 FY
=
-408.0320 FZ
=
-1151.391 MX
=
-1187.422 MY
=
-612623.5 MZ
=
-381482.6 SUMMATION POINT=
0.0000
-3.0000 570.00 8812 ELEMENTS (OF 8812 DEFINED)
SELECTED BY EALL COMMAND.
10212 NODES (OF 10212 DEFINED) SELECTED BY NALL COMMAND.
EXIT THE ANSYS POST1 DATABASE PROCESSOR
- ROUTINE COMPLETED *****
CP =
2.103 PURGE ALL SOLUTION AND POST DATA SAVE ALL MODEL DATA ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= PadSh.db FOR POSSIBLE RESUME FROM THIS POINT NUMBER OF WARNING MESSAGES ENCOUNTERED=
NUMBER OF ERROR MESSAGES ENCOUNTERED=
1 0
ANSYS RUN COMPLETED I
Release 6.0 UP20010919 INTEL NT I
Maximum Scratch Memory Used 1034776 Words 3.947 MB I
CP Time (sec) =
2.584 Time
=
10:59:56 Elapsed Time (sec) =
5.000 Date
=
01/28/2002
I,