
 ANSYS Multiphysics                                


 *-------------------------------------------------------------*
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 |   W E L C O M E   T O   T H E   A N S Y S   P R O G R A M   |
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 ***************************************************************
 *                   ANSYS 11.0 LEGAL NOTICES                  *
 ***************************************************************
 *                                                             *
 * COPYRIGHT AND TRADEMARK INFORMATION                         *
 *                                                             *
 * Copyright 2007 SAS IP, Inc.  All rights reserved.           *
 * Unauthorized use, distribution or duplication is prohibited.*
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 * See the ANSYS, Inc. online documentation or the ANSYS, Inc. *
 * documentation CD for the complete Legal Notice.             *
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 * DISCLAIMER NOTICE                                           *
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 * THIS ANSYS SOFTWARE PRODUCT AND PROGRAM DOCUMENTATION       *
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 * by the ANSYS, Inc. software license agreement, the use,     *
 * duplication, or disclosure by the United States Government  *
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 * software license agreement and FAR 12.212 (for non-DOD      *
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                      Completing ANSYS Load Process.



          *****  ANSYS COMMAND LINE ARGUMENTS  *****
  BATCH MODE REQUESTED         = NOLIST
    2 PARALLEL CPUS REQUESTED
  MEMORY REQUESTED (MB)        = 192         
  START-UP FILE MODE           = NOREAD
  STOP FILE MODE               = NOREAD
  DATABASE SIZE REQUESTED (MB) = 142         

 *** WARNING ***                         CP =       0.312   TIME= 12:55:53
 Use of the -M switch is no longer recommended for normal ANSYS use.     
 ANSYS now dynamically allocates memory as needed.  Only use the -M      
 switch if you are certain that you need to do so.                       

 PARAMETER STATUS-           (   1 PARAMETERS DEFINED)
                  (INCLUDING     1 INTERNAL PARAMETERS)

 00111729          VERSION=INTEL NT        RELEASE= 11.0SP1  UP20070830
 CURRENT JOBNAME=file  12:55:53  FEB 12, 2010 CP=      0.312


 PARAMETER _DS_PROGRESS =     999.0000000    

 /INPUT FILE= ds.dat  LINE=       0



 *GET  _WALLSTRT  FROM  ACTI  ITEM=TIME WALL  VALUE=  12.9316667    
 --- Data in consistent NMM units.

 MPA UNITS SPECIFIED FOR INTERNAL    
  LENGTH      = MILLIMETERS (mm)
  MASS        = TONNE (Mg)
  TIME        = SECONDS (sec)
  TEMPERATURE = CELSIUS (C)
  TOFFSET     = 273.0
  FORCE       = NEWTON (N)
  HEAT        = MILLIJOULES (mJ)

 INPUT  UNITS ARE ALSO SET TO MPA 

 *****TRACK MONITOR LEVEL= -1
      TRACK PRINT LEVEL  =  0
      TRACK SUMMARY LEVEL=  0
1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 11.0SP1  *****
 ANSYS Multiphysics                                
 00111729          VERSION=INTEL NT      12:55:54  FEB 12, 2010 CP=      0.328

                                                                               


          ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
 *********** Nodes for the whole assembly ***********
 *********** Elements for Part 1 ***********
 *********** Elements for Part 2 ***********
 *********** Elements for Part 3 ***********
 *********** Elements for Part 4 ***********
 *********** Elements for Part 5 ***********
 *********** Elements for Part 6 ***********
 *********** Elements for Part 7 ***********
 *********** Elements for Part 8 ***********
 *********** Send Materials ***********
 *********** Create Contact "Verbund - BOLZEN_AUSSEN bis STEGWANGE_RECHTS" *****
             Real Contact Set For Above Contact Is 10 & 9
 *********** Create Contact "Verbund - BOLZEN_INNEN bis STEGWANGE_RECHTS" ******
             Real Contact Set For Above Contact Is 12 & 11
 *********** Create Contact "Verbund - BOLZEN_AUSSEN bis STEGWANGE_LINKS" ******
             Real Contact Set For Above Contact Is 14 & 13
 *********** Create Contact "Verbund - BOLZEN_INNEN bis STEGWANGE_LINKS" *******
             Real Contact Set For Above Contact Is 16 & 15
 *********** Create Contact "Verbund - BOLZEN_AUSSEN bis STEGWANGE_RECHTS 2" ***
             Real Contact Set For Above Contact Is 18 & 17
 *********** Create Contact "Verbund - BOLZEN_INNEN bis STEGWANGE_RECHTS 2" ****
             Real Contact Set For Above Contact Is 20 & 19
 *********** Create Contact "Verbund - BOLZEN_AUSSEN bis STEGWANGE_LINKS 2" ****
             Real Contact Set For Above Contact Is 22 & 21
 *********** Create Contact "Verbund - BOLZEN_INNEN bis STEGWANGE_LINKS 2" *****
             Real Contact Set For Above Contact Is 24 & 23
 *********** Create Contact "Verbund - BOLZEN_AUSSEN bis STEGWANGE_RECHTS 3" ***
             Real Contact Set For Above Contact Is 26 & 25
 *********** Create Contact "Verbund - BOLZEN_INNEN bis STEGWANGE_RECHTS 3" ****
             Real Contact Set For Above Contact Is 28 & 27
 *********** Create Contact "Verbund - BOLZEN_AUSSEN bis STEGWANGE_LINKS 3" ****
             Real Contact Set For Above Contact Is 30 & 29
 *********** Create Contact "Verbund - BOLZEN_INNEN bis STEGWANGE_LINKS 3" *****
             Real Contact Set For Above Contact Is 32 & 31
 *********** Construct Remote Displacement Using RBE3/CERIG Contact ***********
 *********** Construct Remote Displacement Using RBE3/CERIG Contact ***********
 *********** Construct Remote Displacement Using RBE3/CERIG Contact ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Create Bearing Load ***********
 *********** Construct Weak Springs, Prototype 1 ***********
 *********** Construct Weak Springs, Prototype 2 ***********
 *********** Construct Weak Springs, Prototype 3 ***********
 *********** Construct Weak Springs, Prototype 4 ***********
 *********** Construct Weak Springs, Prototype 5 ***********
 *********** Construct Weak Springs, Prototype 6 ***********
 *********** Construct Weak Springs, Prototype 7 ***********
 *********** Construct Weak Springs, Prototype 8 ***********
 *********** Set Reference Temperature ***********
 *********** Send User Defined Coordinate System(s) ***********

 *** WARNING ***                         CP =       4.321   TIME= 12:55:58
 Because the number entered is smaller than 1.0E-60, the default value   
 of zero will be used.                                                   


 ***** ROUTINE COMPLETED *****  CP =         4.321


 --- Number of total nodes = 84381
 --- Number of contact elements = 16026
 --- Number of spring elements = 192
 --- Number of solid elements = 43578
 --- Number of total elements = 59799

 *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  12.9330556    
 ****************************************************************************
 *************************    SOLUTION       ********************************
 ****************************************************************************

 *****  ANSYS SOLUTION ROUTINE  *****


 PERFORM A STATIC ANALYSIS
  THIS WILL BE A NEW ANALYSIS

 ORIGINAL REV 5.3 SOLUTION CONTROL OPTION IS ACTIVATED,
 FOLLOWING COMMANDS ARE RESET TO ORIGINAL REV 5.3 DEFAULTS:
 AUTOTS, DELTIM, NSUB, CNVTOL, LNSRCH, PRED, NROPT,
 TINTP, CRPLIM, NEQIT, SSTIF.

 IT IS HIGHLY RECOMMENDED TO USE NEW SOLUTION CONTROL 
 OPTION BY ISSUING SOLCONTROL,ON. THE SOLUTION CONTROL
 OPTION IS NOW ON BY DEFAULT.

 USE A MAXIMUM OF     1 EQUILIBRIUM ITERATIONS EACH SUBSTEP

 *** WARNING ***                         CP =       4.321   TIME= 12:55:59
 Using 1 iteration per substep may result in unconvergent solutions for  
 nonlinear analysis and the program may not indicate divergence in this  
 case.  Check your results.                                              
  Avg ratio=0.66356, totalParts=8, thickParts=6, thickPcent=0.75

 USE PRECONDITIONED CONJUGATE GRADIENT SOLVER
  CONVERGENCE TOLERANCE = 1.00000E-08
  MAXIMUM ITERATION     = NumNode*DofPerNode*  1.0000    

 DO NOT SAVE ANY RESTART FILES AT ALL 

 CONTACT INFORMATION PRINTOUT LEVEL    1

 NLDIAG: Nonlinear diagnostics CONT option is set to ON. 
         Writing frequence : each ITERATION.
 ****************************************************
 ******************* SOLVE FOR LS 1 ****************

 SPECIFIED CONSTRAINT UX   FOR SELECTED NODES    84187 TO   84187 BY       1
 SET ACCORDING TO TABLE PARAMETER = _LOADVARI1209UX

 SPECIFIED CONSTRAINT UY   FOR SELECTED NODES    84187 TO   84187 BY       1
 SET ACCORDING TO TABLE PARAMETER = _LOADVARI1209UY

 SPECIFIED CONSTRAINT UZ   FOR SELECTED NODES    84187 TO   84187 BY       1
 SET ACCORDING TO TABLE PARAMETER = _LOADVARI1209UZ

 SPECIFIED CONSTRAINT UX   FOR SELECTED NODES    84188 TO   84188 BY       1
 SET ACCORDING TO TABLE PARAMETER = _LOADVARI1210UX

 SPECIFIED CONSTRAINT UX   FOR SELECTED NODES    84189 TO   84189 BY       1
 SET ACCORDING TO TABLE PARAMETER = _LOADVARI1211UX

 SPECIFIED CONSTRAINT UY   FOR SELECTED NODES    84189 TO   84189 BY       1
 SET ACCORDING TO TABLE PARAMETER = _LOADVARI1211UY

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      39 TO       39 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=  -90.00    0.00   70.64   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00 -0.33 -0.94   1.00  0.00  0.00   0.00 -0.94  0.33

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =     0.000000000    

 PARAMETER _V2 =   -0.3315035454    

 PARAMETER _V3 =   -0.9434539731    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     47596.00000    

 PARAMETER _NORMX =    0.2583916819E-01

 PARAMETER _NORMY =    0.9933804223    

 PARAMETER _NORMZ =    0.1119270923    

 PARAMETER _DOT =   -0.4349071918    

 *IF  _dot                              ( = -0.434907     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 *ELSE

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 *GET  _INDD     FROM  ELEM   47596  ITEM=APRO X         VALUE= 0.711704617    

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _TOTAL =    0.7117046165    

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  266.000000    

 *IF  _necurr                           ( =   266.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.21298    

 PARAMETER _MAG =     48.74454272    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.745         0.0000        -5518.6        -15706.    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      40 TO       40 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00    2.17   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  1.00 -0.04  -1.00  0.00  0.00   0.00  0.04  1.00

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =    0.1223727913E-15

 PARAMETER _V2 =    0.9992826747    

 PARAMETER _V3 =   -0.3786998885E-01

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     48140.00000    

 PARAMETER _NORMX =    0.2583916819E-01

 PARAMETER _NORMY =    0.9933804223    

 PARAMETER _NORMZ =    0.1119270923    

 PARAMETER _DOT =    0.9884291676    

 *IF  _dot                              ( =  0.988429     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   48140 TO    48140 STEP        1

      543  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  282.000000    

 *IF  _necurr                           ( =   282.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.10815    

 PARAMETER _MAG =     48.63489979    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.635        0.20372E-11     16635.        -630.43    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      41 TO       41 STEP        1

      546  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00   -6.01   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.99  0.10  -1.00  0.00  0.00   0.00 -0.10  0.99

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =    0.6464648694E-16

 PARAMETER _V2 =    0.9945108149    

 PARAMETER _V3 =    0.1046338332    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  546.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  546.00     BY  1.0000    

 PARAMETER _ECURR =     48684.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =    0.1119644762    

 PARAMETER _NORMZ =    0.9937122099    

 PARAMETER _DOT =    0.2153258001    

 *IF  _dot                              ( =  0.215326     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   48684 TO    48684 STEP        1

      545  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  282.000000    

 *IF  _necurr                           ( =   282.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.905107    

 PARAMETER _MAG =     23.97769304    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     23.978        0.52744E-12     8114.1         853.70    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      42 TO       42 STEP        1

      546  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00  -58.91   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.52  0.86  -1.00  0.00  0.00   0.00 -0.86  0.52

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =    0.1284283000E-31

 PARAMETER _V2 =    0.5163421735    

 PARAMETER _V3 =    0.8563823678    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  546.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  546.00     BY  1.0000    

 PARAMETER _ECURR =     49230.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =    0.1119644762    

 PARAMETER _NORMZ =    0.9937122099    

 PARAMETER _DOT =    0.9088095962    

 *IF  _dot                              ( =  0.908810     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   49230 TO    49230 STEP        1

      545  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  282.000000    

 *IF  _necurr                           ( =   282.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.896596    

 PARAMETER _MAG =     23.94172235    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     23.942        0.10478E-27     4212.8         6987.1    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      43 TO       43 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=  -90.00    0.00   -2.17   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00 -1.00  0.04   1.00  0.00  0.00   0.00  0.04  1.00

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =    0.1223727913E-15

 PARAMETER _V2 =   -0.9992826747    

 PARAMETER _V3 =    0.3786998885E-01

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     49776.00000    

 PARAMETER _NORMX =    0.2883738464E-01

 PARAMETER _NORMY =    0.7855548275    

 PARAMETER _NORMZ =   -0.6181197442    

 PARAMETER _DOT =   -0.8083995170    

 *IF  _dot                              ( = -0.808400     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 *ELSE

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 *GET  _INDD     FROM  ELEM   49776  ITEM=APRO X         VALUE=  1.67287807    

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _TOTAL =     1.672878066    

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  262.000000    

 *IF  _necurr                           ( =   262.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.10815    

 PARAMETER _MAG =     48.63489977    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.635        0.20372E-11    -16635.         630.43    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      44 TO       44 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00  -37.27   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.80  0.61  -1.00  0.00  0.00   0.00 -0.61  0.80

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =     0.000000000    

 PARAMETER _V2 =    0.7958393067    

 PARAMETER _V3 =    0.6055078842    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     50320.00000    

 PARAMETER _NORMX =    0.2883738464E-01

 PARAMETER _NORMY =    0.7855548275    

 PARAMETER _NORMZ =   -0.6181197442    

 PARAMETER _DOT =    0.2508990308    

 *IF  _dot                              ( =  0.250899     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   50320 TO    50320 STEP        1

      543  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  281.000000    

 *IF  _necurr                           ( =   281.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.28860    

 PARAMETER _MAG =     48.75483492    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.755         0.0000         13249.         10080.    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      45 TO       45 STEP        1

      368  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=  -90.00    0.00    6.01   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00 -0.99 -0.10   1.00  0.00  0.00   0.00 -0.10  0.99

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =    0.6464648694E-16

 PARAMETER _V2 =   -0.9945108149    

 PARAMETER _V3 =   -0.1046338332    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  368.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  368.00     BY  1.0000    

 PARAMETER _ECURR =     50864.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =    0.1470548513    

 PARAMETER _NORMZ =    0.9891283388    

 PARAMETER _DOT =   -0.2497439296    

 *IF  _dot                              ( = -0.249744     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 *ELSE

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 *GET  _INDD     FROM  ELEM   50864  ITEM=APRO X         VALUE= 0.461921974    

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _TOTAL =    0.4619219740    

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  186.000000    

 *IF  _necurr                           ( =   186.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.905107    

 PARAMETER _MAG =     40.72507504    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     40.725        0.52744E-12    -8114.1        -853.70    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      46 TO       46 STEP        1

      368  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00  -35.96   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.81  0.59  -1.00  0.00  0.00   0.00 -0.59  0.81

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =    0.5778918691E-16

 PARAMETER _V2 =    0.8094353710    

 PARAMETER _V3 =    0.5872089749    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  368.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  368.00     BY  1.0000    

 PARAMETER _ECURR =     51232.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =    0.1470548513    

 PARAMETER _NORMZ =    0.9891283388    

 PARAMETER _DOT =    0.6998564361    

 *IF  _dot                              ( =  0.699856     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   51232 TO    51232 STEP        1

      367  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  182.000000    

 *IF  _necurr                           ( =   182.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.822755    

 PARAMETER _MAG =     40.65461228    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     40.655        0.47149E-12     6604.0         4790.9    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      47 TO       47 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=  -90.00    0.00  -49.36   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00 -0.65  0.76   1.00  0.00  0.00   0.00  0.76  0.65

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =     0.000000000    

 PARAMETER _V2 =   -0.6513033353    

 PARAMETER _V3 =    0.7588174783    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     51600.00000    

 PARAMETER _NORMX =    0.2583916422E-01

 PARAMETER _NORMY =   -0.3997585074    

 PARAMETER _NORMZ =   -0.9162562269    

 PARAMETER _DOT =   -0.4349071904    

 *IF  _dot                              ( = -0.434907     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 *ELSE

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 *GET  _INDD     FROM  ELEM   51600  ITEM=APRO X         VALUE= 0.711704625    

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _TOTAL =    0.7117046246    

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  266.000000    

 *IF  _necurr                           ( =   266.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.21298    

 PARAMETER _MAG =     48.74454270    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.745         0.0000        -10842.         12632.    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      48 TO       48 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=  -90.00    0.00   57.83   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00 -0.53 -0.85   1.00  0.00  0.00   0.00 -0.85  0.53

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =   -0.6520266016E-16

 PARAMETER _V2 =   -0.5324377091    

 PARAMETER _V3 =   -0.8464691878    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     52144.00000    

 PARAMETER _NORMX =    0.2583916422E-01

 PARAMETER _NORMY =   -0.3997585074    

 PARAMETER _NORMZ =   -0.9162562269    

 PARAMETER _DOT =    0.9884291681    

 *IF  _dot                              ( =  0.988429     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   52144 TO    52144 STEP        1

      543  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  282.000000    

 *IF  _necurr                           ( =   282.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.10815    

 PARAMETER _MAG =     48.63489977    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.635       -0.10854E-11    -8863.5        -14091.    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      49 TO       49 STEP        1

      546  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=  -90.00    0.00   66.01   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00 -0.41 -0.91   1.00  0.00  0.00   0.00 -0.91  0.41

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =    0.6464648694E-16

 PARAMETER _V2 =   -0.4066398504    

 PARAMETER _V3 =   -0.9135885464    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  546.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  546.00     BY  1.0000    

 PARAMETER _ECURR =     52688.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =    0.8045977790    

 PARAMETER _NORMZ =   -0.5938201867    

 PARAMETER _DOT =    0.2153258006    

 *IF  _dot                              ( =  0.215326     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   52688 TO    52688 STEP        1

      545  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  282.000000    

 *IF  _necurr                           ( =   282.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.905107    

 PARAMETER _MAG =     23.97769305    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     23.978        0.52744E-12    -3317.7        -7453.9    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      50 TO       50 STEP        1

      546  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00   61.09   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.48 -0.88  -1.00  0.00  0.00   0.00  0.88  0.48

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =   -0.4024592181E-17

 PARAMETER _V2 =    0.4834777991    

 PARAMETER _V3 =   -0.8753566232    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  546.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  546.00     BY  1.0000    

 PARAMETER _ECURR =     53234.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =    0.8045977790    

 PARAMETER _NORMZ =   -0.5938201867    

 PARAMETER _DOT =    0.9088095967    

 *IF  _dot                              ( =  0.908810     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   53234 TO    53234 STEP        1

      545  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  282.000000    

 *IF  _necurr                           ( =   282.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.896596    

 PARAMETER _MAG =     23.94172235    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     23.942       -0.32836E-13     3944.6        -7141.9    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      51 TO       51 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00  -57.83   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.53  0.85  -1.00  0.00  0.00   0.00 -0.85  0.53

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =   -0.6520266016E-16

 PARAMETER _V2 =    0.5324377091    

 PARAMETER _V3 =    0.8464691878    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     53780.00000    

 PARAMETER _NORMX =    0.2883738814E-01

 PARAMETER _NORMY =   -0.9280848144    

 PARAMETER _NORMZ =   -0.3712505653    

 PARAMETER _DOT =   -0.8083995170    

 *IF  _dot                              ( = -0.808400     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 *ELSE

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 *GET  _INDD     FROM  ELEM   53780  ITEM=APRO X         VALUE=  1.67287804    

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _TOTAL =     1.672878044    

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  262.000000    

 *IF  _necurr                           ( =   262.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.10815    

 PARAMETER _MAG =     48.63489977    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.635       -0.10854E-11     8863.5         14091.    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      52 TO       52 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00   82.73   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.13 -0.99  -1.00  0.00  0.00   0.00  0.99  0.13

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =     0.000000000    

 PARAMETER _V2 =    0.1264655566    

 PARAMETER _V3 =   -0.9919709991    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     54324.00000    

 PARAMETER _NORMX =    0.2883738814E-01

 PARAMETER _NORMY =   -0.9280848144    

 PARAMETER _NORMZ =   -0.3712505653    

 PARAMETER _DOT =    0.2508990316    

 *IF  _dot                              ( =  0.250899     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   54324 TO    54324 STEP        1

      543  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  281.000000    

 *IF  _necurr                           ( =   281.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.28860    

 PARAMETER _MAG =     48.75483491    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.755         0.0000         2105.3        -16514.    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      53 TO       53 STEP        1

      368  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00  -66.01   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.41  0.91  -1.00  0.00  0.00   0.00 -0.91  0.41

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =    0.6464648694E-16

 PARAMETER _V2 =    0.4066398498    

 PARAMETER _V3 =    0.9135885466    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  368.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  368.00     BY  1.0000    

 PARAMETER _ECURR =     54868.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =    0.7830828440    

 PARAMETER _NORMZ =   -0.6219174057    

 PARAMETER _DOT =   -0.2497439287    

 *IF  _dot                              ( = -0.249744     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 *ELSE

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 *GET  _INDD     FROM  ELEM   54868  ITEM=APRO X         VALUE= 0.461921971    

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _TOTAL =    0.4619219715    

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  186.000000    

 *IF  _necurr                           ( =   186.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.905107    

 PARAMETER _MAG =     40.72507505    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     40.725        0.52744E-12     3317.7         7453.9    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      54 TO       54 STEP        1

      368  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00   84.04   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.10 -0.99  -1.00  0.00  0.00   0.00  0.99  0.10

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =   -0.2862089483E-16

 PARAMETER _V2 =    0.1038202035    

 PARAMETER _V3 =   -0.9945960815    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  368.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  368.00     BY  1.0000    

 PARAMETER _ECURR =     55236.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =    0.7830828440    

 PARAMETER _NORMZ =   -0.6219174057    

 PARAMETER _DOT =    0.6998564349    

 *IF  _dot                              ( =  0.699856     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   55236 TO    55236 STEP        1

      367  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  182.000000    

 *IF  _necurr                           ( =   182.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.822755    

 PARAMETER _MAG =     40.65461228    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     40.655       -0.23351E-12     847.05        -8114.7    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      55 TO       55 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00  -10.64   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.98  0.18  -1.00  0.00  0.00   0.00 -0.18  0.98

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =     0.000000000    

 PARAMETER _V2 =    0.9828068807    

 PARAMETER _V3 =    0.1846364948    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     55604.00000    

 PARAMETER _NORMX =    0.2583916459E-01

 PARAMETER _NORMY =   -0.5936219151    

 PARAMETER _NORMZ =    0.8043291363    

 PARAMETER _DOT =   -0.4349071904    

 *IF  _dot                              ( = -0.434907     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 *ELSE

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 *GET  _INDD     FROM  ELEM   55604  ITEM=APRO X         VALUE= 0.711704606    

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _TOTAL =    0.7117046063    

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  266.000000    

 *IF  _necurr                           ( =   266.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.21298    

 PARAMETER _MAG =     48.74454271    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.745         0.0000         16361.         3073.7    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      56 TO       56 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=  -90.00    0.00  -62.17   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00 -0.47  0.88   1.00  0.00  0.00   0.00  0.88  0.47

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =   -0.5717013103E-16

 PARAMETER _V2 =   -0.4668449650    

 PARAMETER _V3 =    0.8843391763    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     56148.00000    

 PARAMETER _NORMX =    0.2583916459E-01

 PARAMETER _NORMY =   -0.5936219151    

 PARAMETER _NORMZ =    0.8043291363    

 PARAMETER _DOT =    0.9884291680    

 *IF  _dot                              ( =  0.988429     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   56148 TO    56148 STEP        1

      543  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  282.000000    

 *IF  _necurr                           ( =   282.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.10815    

 PARAMETER _MAG =     48.63489979    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.635       -0.95172E-12    -7771.6         14722.    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      57 TO       57 STEP        1

      546  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=  -90.00    0.00  -53.99   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00 -0.59  0.81   1.00  0.00  0.00   0.00  0.81  0.59

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =    0.6464648694E-16

 PARAMETER _V2 =   -0.5878709645    

 PARAMETER _V3 =    0.8089547139    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  546.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  546.00     BY  1.0000    

 PARAMETER _ECURR =     56692.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =   -0.9165622562    

 PARAMETER _NORMZ =   -0.3998920236    

 PARAMETER _DOT =    0.2153258001    

 *IF  _dot                              ( =  0.215326     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   56692 TO    56692 STEP        1

      545  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  282.000000    

 *IF  _necurr                           ( =   282.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.905107    

 PARAMETER _MAG =     23.97769306    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     23.978        0.52744E-12    -4796.4         6600.2    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      58 TO       58 STEP        1

      546  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=  -90.00    0.00   -1.09   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00 -1.00  0.02   1.00  0.00  0.00   0.00  0.02  1.00

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =   -0.1856701798E-15

 PARAMETER _V2 =   -0.9998199726    

 PARAMETER _V3 =    0.1897425546E-01

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  546.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  546.00     BY  1.0000    

 PARAMETER _ECURR =     57238.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =   -0.9165622562    

 PARAMETER _NORMZ =   -0.3998920236    

 PARAMETER _DOT =    0.9088095965    

 *IF  _dot                              ( =  0.908810     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   57238 TO    57238 STEP        1

      545  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  282.000000    

 *IF  _necurr                           ( =   282.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.896596    

 PARAMETER _MAG =     23.94172234    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     23.942       -0.15149E-11    -8157.4         154.81    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      59 TO       59 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00   62.17   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.47 -0.88  -1.00  0.00  0.00   0.00  0.88  0.47

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =   -0.5717013103E-16

 PARAMETER _V2 =    0.4668449650    

 PARAMETER _V3 =   -0.8843391763    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     57784.00000    

 PARAMETER _NORMX =    0.2883738771E-01

 PARAMETER _NORMY =    0.1425299858    

 PARAMETER _NORMZ =    0.9893703089    

 PARAMETER _DOT =   -0.8083995178    

 *IF  _dot                              ( = -0.808400     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 *ELSE

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 *GET  _INDD     FROM  ELEM   57784  ITEM=APRO X         VALUE=  1.67287807    

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _TOTAL =     1.672878073    

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  262.000000    

 *IF  _necurr                           ( =   262.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.10815    

 PARAMETER _MAG =     48.63489982    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.635       -0.95172E-12     7771.6        -14722.    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      60 TO       60 STEP        1

      544  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=  -90.00    0.00  -22.73   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00 -0.92  0.39   1.00  0.00  0.00   0.00  0.39  0.92

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =     0.000000000    

 PARAMETER _V2 =   -0.9223048636    

 PARAMETER _V3 =    0.3864631142    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  544.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  544.00     BY  1.0000    

 PARAMETER _ECURR =     58328.00000    

 PARAMETER _NORMX =    0.2883738771E-01

 PARAMETER _NORMY =    0.1425299858    

 PARAMETER _NORMZ =    0.9893703089    

 PARAMETER _DOT =    0.2508990316    

 *IF  _dot                              ( =  0.250899     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   58328 TO    58328 STEP        1

      543  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  281.000000    

 *IF  _necurr                           ( =   281.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     16647.28860    

 PARAMETER _MAG =     48.75483490    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     48.755         0.0000        -15354.         6433.6    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      61 TO       61 STEP        1

      368  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=   90.00    0.00   53.99   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00  0.59 -0.81  -1.00  0.00  0.00   0.00  0.81  0.59

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =    0.6464648694E-16

 PARAMETER _V2 =    0.5878709645    

 PARAMETER _V3 =   -0.8089547139    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  368.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  368.00     BY  1.0000    

 PARAMETER _ECURR =     58872.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =   -0.9301376947    

 PARAMETER _NORMZ =   -0.3672109323    

 PARAMETER _DOT =   -0.2497439291    

 *IF  _dot                              ( = -0.249744     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 *ELSE

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 *GET  _INDD     FROM  ELEM   58872  ITEM=APRO X         VALUE= 0.461921983    

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _TOTAL =    0.4619219826    

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  186.000000    

 *IF  _necurr                           ( =   186.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.905107    

 PARAMETER _MAG =     40.72507501    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     40.725        0.52744E-12     4796.4        -6600.2    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE      62 TO       62 STEP        1

      368  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 DELETE SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS- ALL LKEY

 NUMBER OF PRES SURFACE LOADS DELETED=       0

 COORDINATE SYSTEM     11 DEFINITION.  TYPE= 0  (CARTESIAN)  
   XC,YC,ZC=  0.0000      0.0000      0.0000    
   ANGLES=  -90.00    0.00  -24.04   PARAMETERS=   1.000   1.000
   ORIENTATION=  0.00 -0.91  0.41   1.00  0.00  0.00   0.00  0.41  0.91

 ACTIVE COORDINATE SYSTEM SET TO     11  (CARTESIAN)  

 ACTIVE COORDINATE SYSTEM SET TO      0  (CARTESIAN)  

 PARAMETER _V1 =   -0.1531726409E-15

 PARAMETER _V2 =   -0.9132555748    

 PARAMETER _V3 =    0.4073871071    

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  368.000000    

 PARAMETER _ECURR =     0.000000000    

 PARAMETER _TOTAL =     0.000000000    

 *DO LOOP ON PARAMETER= _I FROM  1.0000     TO  368.00     BY  1.0000    

 PARAMETER _ECURR =     59240.00000    

 PARAMETER _NORMX =     0.000000000    

 PARAMETER _NORMY =   -0.9301376947    

 PARAMETER _NORMZ =   -0.3672109323    

 PARAMETER _DOT =    0.6998564356    

 *IF  _dot                              ( =  0.699856     )  GT  
      -.00001                           ( = -0.100000E-04 )  THEN    

 UNSELECT     FOR ITEM=ELEM COMPONENT=    
  IN RANGE   59240 TO    59240 STEP        1

      367  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 *ELSE

 *ENDIF

 *ENDDO  INDEX= _I                              

 *GET  _NECURR   FROM  ELEM  ITEM=COUN           VALUE=  182.000000    

 *IF  _necurr                           ( =   182.000     )  EQ  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 PARAMETER _MAG =     8158.822755    

 PARAMETER _MAG =     40.65461227    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY = 5   KVAL = 1
     VALUES =     40.655       -0.12497E-11    -7451.1         3323.8    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO    84381 STEP        1

    84381  NODES (OF    84381  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO    59799 STEP        1

    59799  ELEMENTS (OF    59799  DEFINED) SELECTED BY  ESEL  COMMAND.

 PRINTOUT RESUMED BY /GOP

 USE       1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL  DOFS
 FOR AUTOMATIC TIME STEPPING:
   USE      1 SUBSTEPS AS A MAXIMUM
   USE      1 SUBSTEPS AS A MINIMUM

 TIME=  1.0000    

 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE.


 WRITE ALL  ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE
   FOR ALL APPLICABLE ENTITIES

 WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL 
   FOR ALL APPLICABLE ENTITIES

 WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL 
   FOR ALL APPLICABLE ENTITIES

 WRITE NLOA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL 
   FOR ALL APPLICABLE ENTITIES

 WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL 
   FOR ALL APPLICABLE ENTITIES

 WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL 
   FOR ALL APPLICABLE ENTITIES

 WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL 
   FOR ALL APPLICABLE ENTITIES

 *****  ANSYS SOLVE    COMMAND  *****

 *** NOTE ***                            CP =       9.360   TIME= 12:56:04
 There is no title defined for this analysis.                            

 *** WARNING ***                         CP =       9.360   TIME= 12:56:04
 Element shape checking is currently inactive.  Issue SHPP,ON or         
 SHPP,WARN to reactivate, if desired.                                    

 *** NOTE ***                            CP =      11.872   TIME= 12:56:06
 The model data was checked and warning messages were found.             
  Please review output or errors file (                                  
 C:\Users\Jonny\Uni\Diplomarbeit\Konstruktion_v1\Ansys\Stegwange\Simulat 
 ion\Stegwangen Simulationsdateien\Statisch-mechanisch (4)\file.err )    
 for these warning messages.                                             

 *** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS ***
      --- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS ---

 ELEMENT TYPE    1 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
 HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

 ELEMENT TYPE    2 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
 HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

 ELEMENT TYPE    3 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
 HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

 ELEMENT TYPE    4 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
 HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

 ELEMENT TYPE    5 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
 HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

 ELEMENT TYPE    6 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
 HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

 ELEMENT TYPE    7 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
 HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

 ELEMENT TYPE    8 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
 HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.


1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 11.0SP1  *****
 ANSYS Multiphysics                                
 00111729          VERSION=INTEL NT      12:56:06  FEB 12, 2010 CP=     11.934

                                                                               


                       S O L U T I O N   O P T I O N S

   PROBLEM DIMENSIONALITY. . . . . . . . . . . . .3-D                  
   DEGREES OF FREEDOM. . . . . . UX   UY   UZ   ROTX ROTY ROTZ
   ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)
   EQUATION SOLVER OPTION. . . . . . . . . . . . .PCG                
      TOLERANCE. . . . . . . . . . . . . . . . . . 1.00000E-08
   NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN   
   GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC  

 *** WARNING ***                         CP =      12.043   TIME= 12:56:06
 Material number 10 (used by element 43579 ) should normally have at     
 least one MP or one TB type command associated with it.  Output of      
 energy by material may not be available.                                

 *** NOTE ***                            CP =      12.262   TIME= 12:56:06
 The step data was checked and warning messages were found.              
  Please review output or errors file (                                  
 C:\Users\Jonny\Uni\Diplomarbeit\Konstruktion_v1\Ansys\Stegwange\Simulat 
 ion\Stegwangen Simulationsdateien\Statisch-mechanisch (4)\file.err )    
 for these warning messages.                                             

 *** NOTE ***                            CP =      12.262   TIME= 12:56:06
 Nonlinear analysis, NROPT set to the FULL Newton-Raphson solution       
 procedure for ALL degrees of freedom.                                   

 *** NOTE ***                            CP =      12.293   TIME= 12:56:06
 It is highly recommended to use the solution control option by issuing  
 SOLCON,ON for this problem for robustness and efficiency.               

 *** NOTE ***                            CP =      12.730   TIME= 12:56:07
 Internal nodes from 84382 to 84384 are created.                         
 3 internal nodes are used for handling DOF on pilot nodes of rigid      
 target surfaces.                                                        

 *** NOTE ***                            CP =      13.993   TIME= 12:56:08
 The initial memory allocation (-m) has been exceeded.                   
  Supplemental memory allocations are being used.                        

                      L O A D   S T E P   O P T I O N S

   LOAD STEP NUMBER. . . . . . . . . . . . . . . .     1
   TIME AT END OF THE LOAD STEP. . . . . . . . . .  1.0000    
   NUMBER OF SUBSTEPS. . . . . . . . . . . . . . .     1
   MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . .     1
   STEP CHANGE BOUNDARY CONDITIONS . . . . . . . .    NO
   TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT)  
   CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
   PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
   DATABASE OUTPUT CONTROLS
      ITEM     FREQUENCY   COMPONENT
       ALL       NONE               
      NSOL        ALL               
      RSOL        ALL               
      NLOA        ALL               
      STRS        ALL               
      EPEL        ALL               
      EPPL        ALL               


 *** NOTE ***                            CP =      14.820   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 9 and contact element type 9 has been set up.  The         
 companion pair has real constant set ID 10.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.95491E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.19361    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.2401    
 Average contact pair depth                    1.9361    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.9361    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 7.422251082E-03 was detected between contact element  
 43797 and target element 43881.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.13006121E-02 has been detected between contact       
 element 43680 and target element 43876.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 10 and contact element type 9 has been set up.  The        
 companion pair has real constant set ID 9.  Both pairs should have the  
 same behavior.                                                          
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.95491E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.21269    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.1176    
 Average contact pair depth                    2.1269    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  2.1269    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 8.991014721E-03 was detected between contact element  
 43857 and target element 43735.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.104763508E-02 has been detected between contact      
 element 43844 and target element 43607.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 11 and contact element type 11 has been set up.  The       
 companion pair has real constant set ID 12.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.89401E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.17395    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.1435    
 Average contact pair depth                    1.7395    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.7395    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 7.42844622E-03 was detected between contact element   
 43973 and target element 44172.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.112484802E-02 has been detected between contact      
 element 44096 and target element 44180.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 12 and contact element type 11 has been set up.  The       
 companion pair has real constant set ID 11.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.89401E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.22718    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.1498    
 Average contact pair depth                    2.2718    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  2.2718    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 9.652083062E-03 was detected between contact element  
 44125 and target element 43896.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.071375938E-02 has been detected between contact      
 element 44145 and target element 44053.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 13 and contact element type 13 has been set up.  The       
 companion pair has real constant set ID 14.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.71074E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.16390    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.0046    
 Average contact pair depth                    1.6390    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.6390    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 1.744563177E-02 was detected between contact element  
 44430 and target element 44527.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 2.706470813E-02 has been detected between contact      
 element 44288 and target element 44531.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 14 and contact element type 13 has been set up.  The       
 companion pair has real constant set ID 13.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.71074E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.28576    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.1176    
 Average contact pair depth                    2.8576    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  2.8576    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 1.92365542E-02 was detected between contact element   
 44494 and target element 44380.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 2.605802236E-02 has been detected between contact      
 element 44508 and target element 44205.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 15 and contact element type 15 has been set up.  The       
 companion pair has real constant set ID 16.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.11005E+08
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.15926    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.2431    
 Average contact pair depth                    1.5926    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.5926    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 7.433233633E-03 was detected between contact element  
 44764 and target element 44828.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.114763347E-02 has been detected between contact      
 element 44776 and target element 44839.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 16 and contact element type 15 has been set up.  The       
 companion pair has real constant set ID 15.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.11005E+08
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.18455    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.1498    
 Average contact pair depth                    1.8455    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.8455    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 9.649995628E-03 was detected between contact element  
 44781 and target element 44568.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.100005456E-02 has been detected between contact      
 element 44779 and target element 44587.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 17 and contact element type 17 has been set up.  The       
 companion pair has real constant set ID 18.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.75646E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.19361    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.2401    
 Average contact pair depth                    1.9361    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.9361    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 7.430499308E-03 was detected between contact element  
 44952 and target element 45152.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.122889616E-02 has been detected between contact      
 element 44944 and target element 45127.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 18 and contact element type 17 has been set up.  The       
 companion pair has real constant set ID 17.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.75646E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.26849    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.1871    
 Average contact pair depth                    2.6849    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  2.6849    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 8.823798392E-03 was detected between contact element  
 45116 and target element 44987.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.118220542E-02 has been detected between contact      
 element 45095 and target element 44876.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 19 and contact element type 19 has been set up.  The       
 companion pair has real constant set ID 20.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.95237E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.17395    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.1435    
 Average contact pair depth                    1.7395    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.7395    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 7.439213141E-03 was detected between contact element  
 45244 and target element 45433.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.112798215E-02 has been detected between contact      
 element 45219 and target element 45437.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 20 and contact element type 19 has been set up.  The       
 companion pair has real constant set ID 19.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.95237E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.21326    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.0767    
 Average contact pair depth                    2.1326    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  2.1326    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 9.652129041E-03 was detected between contact element  
 45409 and target element 45184.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.07559694E-02 has been detected between contact       
 element 45409 and target element 45168.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 21 and contact element type 21 has been set up.  The       
 companion pair has real constant set ID 22.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.66332E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.16390    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.0046    
 Average contact pair depth                    1.6390    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.6390    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 1.742347535E-02 was detected between contact element  
 45720 and target element 45797.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 2.708297827E-02 has been detected between contact      
 element 45551 and target element 45788.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 22 and contact element type 21 has been set up.  The       
 companion pair has real constant set ID 21.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.66332E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.30619    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.1871    
 Average contact pair depth                    3.0619    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  3.0619    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 1.688158653E-02 was detected between contact element  
 45774 and target element 45641.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 2.630838367E-02 has been detected between contact      
 element 45764 and target element 45468.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 23 and contact element type 23 has been set up.  The       
 companion pair has real constant set ID 24.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.91806E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.15926    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.2431    
 Average contact pair depth                    1.5926    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.5926    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 7.421221673E-03 was detected between contact element  
 46028 and target element 46080.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.115919464E-02 has been detected between contact      
 element 45924 and target element 46076.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 24 and contact element type 23 has been set up.  The       
 companion pair has real constant set ID 23.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.91806E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.22123    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.0767    
 Average contact pair depth                    2.2123    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  2.2123    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 9.65089594E-03 was detected between contact element   
 46067 and target element 45873.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.099566103E-02 has been detected between contact      
 element 46053 and target element 45963.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 25 and contact element type 25 has been set up.  The       
 companion pair has real constant set ID 26.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.79159E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.19361    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.2401    
 Average contact pair depth                    1.9361    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.9361    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 7.395477409E-03 was detected between contact element  
 46216 and target element 46398.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.115532432E-02 has been detected between contact      
 element 46229 and target element 46394.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 26 and contact element type 25 has been set up.  The       
 companion pair has real constant set ID 25.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.79159E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.25657    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.1496    
 Average contact pair depth                    2.5657    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  2.5657    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 8.823967636E-03 was detected between contact element  
 46376 and target element 46251.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.121500966E-02 has been detected between contact      
 element 46381 and target element 46140.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 27 and contact element type 27 has been set up.  The       
 companion pair has real constant set ID 28.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.74316E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.17395    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.1435    
 Average contact pair depth                    1.7395    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.7395    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 7.415023858E-03 was detected between contact element  
 46640 and target element 46683.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.115018657E-02 has been detected between contact      
 element 46622 and target element 46703.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 28 and contact element type 27 has been set up.  The       
 companion pair has real constant set ID 27.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.74316E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.27329    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.1803    
 Average contact pair depth                    2.7329    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  2.7329    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 9.648137852E-03 was detected between contact element  
 46668 and target element 46546.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.105265115E-02 has been detected between contact      
 element 46655 and target element 46568.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 29 and contact element type 29 has been set up.  The       
 companion pair has real constant set ID 30.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.75535E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.16390    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.0046    
 Average contact pair depth                    1.6390    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.6390    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Min.  Initial gap 1.743102913E-02 was detected between contact element  
 46986 and target element 47064.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 2.708936559E-02 has been detected between contact      
 element 46812 and target element 47051.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.836   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 30 and contact element type 29 has been set up.  The       
 companion pair has real constant set ID 29.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.75535E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.26888    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.1496    
 Average contact pair depth                    2.6888    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  2.6888    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.851   TIME= 12:56:09
 Min.  Initial gap 1.922090934E-02 was detected between contact element  
 47049 and target element 46908.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 2.558116048E-02 has been detected between contact      
 element 47019 and target element 46732.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.851   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 31 and contact element type 31 has been set up.  The       
 companion pair has real constant set ID 32.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.95857E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.15926    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                2.2431    
 Average contact pair depth                    1.5926    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  1.5926    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.851   TIME= 12:56:09
 Min.  Initial gap 7.445939787E-03 was detected between contact element  
 47182 and target element 47349.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.114262776E-02 has been detected between contact      
 element 47283 and target element 47362.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.851   TIME= 12:56:09
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 32 and contact element type 31 has been set up.  The       
 companion pair has real constant set ID 31.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  10.000    
 The resulting contact stiffness              0.95857E+07
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.21188    
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length                4.1803    
 Average contact pair depth                    2.1188    
 Pinball region factor PINB                    1.0000    
 The resulting pinball region                  2.1188    
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =      14.851   TIME= 12:56:09
 Min.  Initial gap 9.648585647E-03 was detected between contact element  
 47318 and target element 47121.                                         
 The gap is closed due to initial adjustment.                            
  
 Max.  Closed gap 1.099727514E-02 has been detected between contact      
 element 47329 and target element 47115.                                 
 ****************************************
  

 *** NOTE ***                            CP =      14.851   TIME= 12:56:09
 Force-distributed-surface identified by real constant set 33 and        
 contact element type 33 has been set up.  The pilot node 84187 is used  
 to apply the force.  Internal MPC will be built.                        
 The used DOF set is  UX   UY   UZ   ROTX ROTY ROTZ
 Please verify constraints (including rotational DOF)
  on the pilot node by yourself.

 *** NOTE ***                            CP =      14.851   TIME= 12:56:09
 Force-distributed-surface identified by real constant set 35 and        
 contact element type 35 has been set up.  The pilot node 84188 is used  
 to apply the force.  Internal MPC will be built.                        
 The used DOF set is  UX   UY   UZ   ROTX ROTY ROTZ
 Please verify constraints (including rotational DOF)
  on the pilot node by yourself.

 *** NOTE ***                            CP =      14.851   TIME= 12:56:09
 Force-distributed-surface identified by real constant set 37 and        
 contact element type 37 has been set up.  The pilot node 84189 is used  
 to apply the force.  Internal MPC will be built.                        
 The used DOF set is  UX   UY   UZ   ROTX ROTY ROTZ
 Please verify constraints (including rotational DOF)
  on the pilot node by yourself.


 *** NOTE ***                            CP =      15.616   TIME= 12:56:10
 The PCG solver has automatically set the level of difficulty for this   
 model to 2.                                                             



            **** CENTER OF MASS, MASS, AND MASS MOMENTS OF INERTIA ****

  CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID

  TOTAL MASS =  0.16294E-02

                           MOM. OF INERTIA         MOM. OF INERTIA
  CENTER OF MASS            ABOUT ORIGIN        ABOUT CENTER OF MASS

  XC =  -21.074          IXX =    7.106          IXX =    7.106    
  YC =  0.15454E-04      IYY =    5.091          IYY =    4.367    
  ZC = -0.31851E-04      IZZ =    5.091          IZZ =    4.367    
                         IXY =  -0.3418E-04      IXY =  -0.3471E-04
                         IYZ =   0.2674E-05      IYZ =   0.2674E-05
                         IZX =  -0.1695E-04      IZX =  -0.1586E-04


  *** MASS SUMMARY BY ELEMENT TYPE ***

  TYPE      MASS
     1  0.801427E-04
     2  0.801427E-04
     3  0.800610E-04
     4  0.800610E-04
     5  0.574415E-03
     6  0.574415E-03
     7  0.801427E-04
     8  0.800610E-04

 Range of element maximum matrix coefficients in global coordinates
 Maximum= 41047388.2 at element 28767.                                   
 Minimum= 2.736173472E-04 at element 59702.                              

 *** WARNING ***                         CP =      34.788   TIME= 12:56:22
 Coefficient ratio exceeds 1.0e8 - Check results.                        

   *** ELEMENT MATRIX FORMULATION TIMES
  TYPE  NUMBER   ENAME      TOTAL CP  AVE CP

     1    3601  SOLID187      2.184   0.000607
     2    3601  SOLID187      1.856   0.000516
     3    3983  SOLID187      2.090   0.000525
     4    3983  SOLID187      2.652   0.000666
     5   10483  SOLID187      6.240   0.000595
     6   10343  SOLID187      6.583   0.000636
     7    3601  SOLID187      2.574   0.000715
     8    3983  SOLID187      2.200   0.000552
     9     158  CONTA174      0.156   0.000987
    10     158  TARGE170      0.094   0.000592
    11     144  CONTA174      0.218   0.001517
    12     144  TARGE170      0.062   0.000433
    13     186  CONTA174      0.109   0.000587
    14     186  TARGE170      0.062   0.000335
    15     144  CONTA174      0.062   0.000433
    16     144  TARGE170      0.062   0.000433
    17     158  CONTA174      0.250   0.001580
    18     158  TARGE170      0.031   0.000197
    19     144  CONTA174      0.125   0.000867
    20     144  TARGE170      0.000   0.000000
    21     186  CONTA174      0.203   0.001090
    22     186  TARGE170      0.031   0.000168
    23     144  CONTA174      0.094   0.000650
    24     144  TARGE170      0.031   0.000217
    25     158  CONTA174      0.125   0.000790
    26     158  TARGE170      0.031   0.000197
    27     144  CONTA174      0.187   0.001300
    28     144  TARGE170      0.000   0.000000
    29     186  CONTA174      0.218   0.001174
    30     186  TARGE170      0.016   0.000084
    31     144  CONTA174      0.343   0.002383
    32     144  TARGE170      0.000   0.000000
    33      74  CONTA174      0.062   0.000843
    34       1  TARGE170      0.000   0.000000
    35      74  CONTA174      0.000   0.000000
    36       1  TARGE170      0.000   0.000000
    37      74  CONTA174      0.000   0.000000
    38       1  TARGE170      0.000   0.000000
    39     544  SURF154       0.265   0.000488
    40     544  SURF154       0.187   0.000344
    41     546  SURF154       0.125   0.000229
    42     546  SURF154       0.031   0.000057
    43     544  SURF154       0.187   0.000344
    44     544  SURF154       0.094   0.000172
    45     368  SURF154       0.109   0.000297
    46     368  SURF154       0.109   0.000297
    47     544  SURF154       0.156   0.000287
    48     544  SURF154       0.125   0.000229
    49     546  SURF154       0.203   0.000371
    50     546  SURF154       0.078   0.000143
    51     544  SURF154       0.094   0.000172
    52     544  SURF154       0.125   0.000229
    53     368  SURF154       0.062   0.000170
    54     368  SURF154       0.125   0.000339
    55     544  SURF154       0.203   0.000373
    56     544  SURF154       0.187   0.000344
    57     546  SURF154       0.094   0.000171
    58     546  SURF154       0.094   0.000171
    59     544  SURF154       0.109   0.000201
    60     544  SURF154       0.187   0.000344
    61     368  SURF154       0.031   0.000085
    62     368  SURF154       0.062   0.000170
    63     192  COMBIN14      0.094   0.000488
 Time at end of element matrix formulation CP= 34.788223.                
     FORCE CONVERGENCE VALUE  =  3743.      CRITERION=  3.743    
     MOMENT CONVERGENCE VALUE =  0.000      CRITERION= 0.1000E-02
 Iteration= 270 Ratio= 8.318407966E-08 Limit= 1.E-08 CP= 86.580555.      

 PRECONDITIONED SOLVER CP TIME      =    57.876
 PRECONDITIONED SOLVER ELAPSED TIME =    35.694

   *** ELEMENT RESULT CALCULATION TIMES
  TYPE  NUMBER   ENAME      TOTAL CP  AVE CP

     1    3601  SOLID187      3.916   0.001087
     2    3601  SOLID187      2.434   0.000676
     3    3983  SOLID187      2.402   0.000603
     4    3983  SOLID187      4.446   0.001116
     5   10483  SOLID187      6.271   0.000598
     6   10343  SOLID187      6.287   0.000608
     7    3601  SOLID187      4.368   0.001213
     8    3983  SOLID187      1.654   0.000415
     9     158  CONTA174      0.218   0.001382
    10     158  TARGE170      0.000   0.000000
    11     144  CONTA174      0.203   0.001408
    12     144  TARGE170      0.000   0.000000
    13     186  CONTA174      0.172   0.000923
    14     186  TARGE170      0.000   0.000000
    15     144  CONTA174      0.140   0.000975
    16     144  TARGE170      0.000   0.000000
    17     158  CONTA174      0.078   0.000494
    18     158  TARGE170      0.000   0.000000
    19     144  CONTA174      0.062   0.000433
    20     144  TARGE170      0.000   0.000000
    21     186  CONTA174      0.094   0.000503
    22     186  TARGE170      0.000   0.000000
    23     144  CONTA174      0.296   0.002058
    24     144  TARGE170      0.000   0.000000
    25     158  CONTA174      0.078   0.000494
    26     158  TARGE170      0.000   0.000000
    27     144  CONTA174      0.265   0.001842
    28     144  TARGE170      0.000   0.000000
    29     186  CONTA174      0.250   0.001342
    30     186  TARGE170      0.000   0.000000
    31     144  CONTA174      0.078   0.000542
    32     144  TARGE170      0.031   0.000217
    33      74  CONTA174      0.000   0.000000
    34       1  TARGE170      0.000   0.000000
    35      74  CONTA174      0.000   0.000000
    36       1  TARGE170      0.000   0.000000
    37      74  CONTA174      0.000   0.000000
    38       1  TARGE170      0.000   0.000000
    39     544  SURF154       0.031   0.000057
    40     544  SURF154       0.218   0.000401
    41     546  SURF154       0.094   0.000171
    42     546  SURF154       0.094   0.000171
    43     544  SURF154       0.140   0.000258
    44     544  SURF154       0.094   0.000172
    45     368  SURF154       0.156   0.000424
    46     368  SURF154       0.094   0.000254
    47     544  SURF154       0.265   0.000488
    48     544  SURF154       0.281   0.000516
    49     546  SURF154       0.109   0.000200
    50     546  SURF154       0.094   0.000171
    51     544  SURF154       0.156   0.000287
    52     544  SURF154       0.218   0.000401
    53     368  SURF154       0.016   0.000042
    54     368  SURF154       0.031   0.000085
    55     544  SURF154       0.125   0.000229
    56     544  SURF154       0.156   0.000287
    57     546  SURF154       0.047   0.000086
    58     546  SURF154       0.016   0.000029
    59     544  SURF154       0.203   0.000373
    60     544  SURF154       0.218   0.000401
    61     368  SURF154       0.078   0.000212
    62     368  SURF154       0.062   0.000170
    63     192  COMBIN14      0.000   0.000000

   *** NODAL LOAD CALCULATION TIMES
  TYPE  NUMBER   ENAME      TOTAL CP  AVE CP

     1    3601  SOLID187      0.094   0.000026
     2    3601  SOLID187      0.062   0.000017
     3    3983  SOLID187      0.078   0.000020
     4    3983  SOLID187      0.094   0.000024
     5   10483  SOLID187      0.265   0.000025
     6   10343  SOLID187      0.406   0.000039
     7    3601  SOLID187      0.094   0.000026
     8    3983  SOLID187      0.187   0.000047
     9     158  CONTA174      0.000   0.000000
    10     158  TARGE170      0.031   0.000197
    11     144  CONTA174      0.000   0.000000
    12     144  TARGE170      0.000   0.000000
    13     186  CONTA174      0.000   0.000000
    14     186  TARGE170      0.000   0.000000
    15     144  CONTA174      0.031   0.000217
    16     144  TARGE170      0.000   0.000000
    17     158  CONTA174      0.000   0.000000
    18     158  TARGE170      0.000   0.000000
    19     144  CONTA174      0.000   0.000000
    20     144  TARGE170      0.000   0.000000
    21     186  CONTA174      0.000   0.000000
    22     186  TARGE170      0.000   0.000000
    23     144  CONTA174      0.031   0.000217
    24     144  TARGE170      0.000   0.000000
    25     158  CONTA174      0.000   0.000000
    26     158  TARGE170      0.000   0.000000
    27     144  CONTA174      0.000   0.000000
    28     144  TARGE170      0.000   0.000000
    29     186  CONTA174      0.000   0.000000
    30     186  TARGE170      0.000   0.000000
    31     144  CONTA174      0.000   0.000000
    32     144  TARGE170      0.000   0.000000
    33      74  CONTA174      0.000   0.000000
    34       1  TARGE170      0.000   0.000000
    35      74  CONTA174      0.000   0.000000
    36       1  TARGE170      0.000   0.000000
    37      74  CONTA174      0.000   0.000000
    38       1  TARGE170      0.000   0.000000
    39     544  SURF154       0.000   0.000000
    40     544  SURF154       0.000   0.000000
    41     546  SURF154       0.047   0.000086
    42     546  SURF154       0.031   0.000057
    43     544  SURF154       0.000   0.000000
    44     544  SURF154       0.000   0.000000
    45     368  SURF154       0.000   0.000000
    46     368  SURF154       0.031   0.000085
    47     544  SURF154       0.000   0.000000
    48     544  SURF154       0.000   0.000000
    49     546  SURF154       0.000   0.000000
    50     546  SURF154       0.000   0.000000
    51     544  SURF154       0.031   0.000057
    52     544  SURF154       0.000   0.000000
    53     368  SURF154       0.000   0.000000
    54     368  SURF154       0.000   0.000000
    55     544  SURF154       0.000   0.000000
    56     544  SURF154       0.000   0.000000
    57     546  SURF154       0.000   0.000000
    58     546  SURF154       0.031   0.000057
    59     544  SURF154       0.062   0.000115
    60     544  SURF154       0.000   0.000000
    61     368  SURF154       0.000   0.000000
    62     368  SURF154       0.031   0.000085
    63     192  COMBIN14      0.000   0.000000
 *** LOAD STEP     1   SUBSTEP     1  COMPLETED.    CUM ITER =      1
 *** TIME =   1.00000         TIME INC =   1.00000      NEW TRIANG MATRIX


 *** ANSYS BINARY FILE STATISTICS
  BUFFER SIZE USED= 16384
        3.125 MB WRITTEN ON ELEMENT MATRIX FILE: file.emat
      145.938 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav
       82.125 MB WRITTEN ON RESULTS FILE: file.rst
 ****************************************************
 *************** FINISHED SOLVE FOR LS 1 *************

 PARAMETER _DS_PROGRESS  DELETED.

 *GET  _WALLASOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  12.9541667    

 *GET  _PCGITER  FROM  ACTI  ITEM=SOLU CGIT  VALUE=  305.000000    

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =       114.068


1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 11.0SP1  *****
 ANSYS Multiphysics                                
 00111729          VERSION=INTEL NT      12:57:15  FEB 12, 2010 CP=    114.099

                                                                               


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

 *** NOTE ***                            CP =     114.099   TIME= 12:57:15
 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).    

 Set Output of XML File to:
     PARM,     ,     ,     ,     ,     ,     ,     ,     ,     ,     ,     ,
         ,     ,     ,     ,     ,     ,     ,

 DATABASE WRITTEN ON FILE  parm.xml                                                                                                                                                                                                                                                            

 PRINTOUT RESUMED BY /GOP

 EXIT THE ANSYS POST1 DATABASE PROCESSOR


 ***** ROUTINE COMPLETED *****  CP =       114.099



 PRINTOUT RESUMED BY /GOP

 *GET  _WALLDONE  FROM  ACTI  ITEM=TIME WALL  VALUE=  12.9541667    

 PARAMETER _PREPTIME =     5.000000000    

 PARAMETER _SOLVTIME =     76.00000000    

 PARAMETER _POSTTIME =     0.000000000    

 PARAMETER _TOTALTIM =     81.00000000    

 EXIT ANSYS WITHOUT SAVING DATABASE


 NUMBER OF WARNING MESSAGES ENCOUNTERED=          6
 NUMBER OF ERROR   MESSAGES ENCOUNTERED=          0
  *****************************************************
  CPU TIME SPENT FOR CONTACT DATABASE          0.281
                     CONTACT SEARCH            1.373
                     CONTACT ELEMENTS          0.998
                     OTHER ELEMENTS           37.362
                     EQUATION SOLVER          70.044
                     TOTAL SYSTEM            109.778
  *****************************************************



 *---------------------------------------------------------------------------*
 |                                                                           |
 |                            ANSYS RUN COMPLETED                            |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |            Release 11.0SP1        UP20070830         INTEL NT             |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |   Maximum Scratch Memory Used       =    47200996 Words      180.058 MB   |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |        CP Time      (sec) =        114.099       Time  =  12:57:15        |
 |        Elapsed Time (sec) =         83.000       Date  =  02/12/2010      |
 |                                                                           |
 *---------------------------------------------------------------------------*
