
 ANSYS Academic Teaching Advanced                  


 *------------------------------------------------------------------*
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 |   W E L C O M E   T O   T H E   A N S Y S (R)  P R O G R A M     |
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 ***************************************************************
 *            ANSYS 2019 R3          LEGAL NOTICES             *
 ***************************************************************
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 * Copyright 1971-2019 ANSYS, Inc.  All rights reserved.       *
 * Unauthorized use, distribution or duplication is            *
 * prohibited.                                                 *
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 * Ansys is a registered trademark of ANSYS, Inc. or its       *
 * subsidiaries in the United States or other countries.       *
 * See the ANSYS, Inc. online documentation or the ANSYS, Inc. *
 * documentation CD or online help for the complete Legal      *
 * Notice.                                                     *
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 * THIS ANSYS SOFTWARE PRODUCT AND PROGRAM DOCUMENTATION       *
 * INCLUDE TRADE SECRETS AND CONFIDENTIAL AND PROPRIETARY      *
 * PRODUCTS OF ANSYS, INC., ITS SUBSIDIARIES, OR LICENSORS.    *
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 2019 R3 
     
 Point Releases and Patches installed:   
     
 ANSYS, Inc. Products 2019 R3
 SpaceClaim 2019 R3  
 AIM 2019 R3 
 Live (includes SpaceClaim) 2019 R3  
 Autodyn 2019 R3 
 LS-DYNA 2019 R3 
 Customization Files for User Programmable Features 2019 R3  
 Mechanical Products 2019 R3 
 Additive 2019 R3
 Viewer 2019 R3  
 ACIS Geometry Interface 2019 R3 
 AutoCAD Geometry Interface 2019 R3  
 Catia, Version 5 Geometry Interface 2019 R3 
 Catia, Version 6 Geometry Interface 2019 R3 
 Creo Elements/Direct Modeling Geometry Interface 2019 R3
 Creo Parametric Geometry Interface 2019 R3  
 Inventor Geometry Interface 2019 R3 
 JTOpen Geometry Interface 2019 R3   
 NX Geometry Interface 2019 R3   
 Parasolid Geometry Interface  2019 R3   
 Solid Edge Geometry Interface 2019 R3   
 SOLIDWORKS Geometry Interface 2019 R3   
 ANSYS, Inc. License Manager 2019 R3 


          *****  ANSYS COMMAND LINE ARGUMENTS  *****
  BATCH MODE REQUESTED (-b)    = NOLIST
  INPUT FILE COPY MODE (-c)    = COPY
  DISTRIBUTED MEMORY PARALLEL REQUESTED
       2 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS
    TOTAL OF     2 CORES REQUESTED
  DESIGNXPLORER REQUESTED
  INPUT FILE NAME              = C:\Users\201285_Abdul_moghni\Desktop\Train_Faze_4\_ProjectScratch\ScrFF9D\dummy.dat
  OUTPUT FILE NAME             = C:\Users\201285_Abdul_moghni\Desktop\Train_Faze_4\_ProjectScratch\ScrFF9D\solve.out
  START-UP FILE MODE           = NOREAD
  STOP FILE MODE               = NOREAD

 RELEASE= 2019 R3              BUILD= 19.5      UP20190805   VERSION=WINDOWS x64 
 CURRENT JOBNAME=file0  13:44:01  MAY 03, 2021 CP=      0.156


 PARAMETER _DS_PROGRESS =     999.0000000    

 /INPUT FILE= ds.dat  LINE=       0



 *** NOTE ***                            CP =       0.250   TIME= 13:44:01
 The /CONFIG,NOELDB command is not valid in a Distributed ANSYS          
 solution.  Command is ignored.                                          

 *GET  _WALLSTRT  FROM  ACTI  ITEM=TIME WALL  VALUE=  13.7336111    

 TITLE= 
 my_3d_Bc--Static Structural (A5)                                              


 SET PARAMETER DIMENSIONS ON  _WB_PROJECTSCRATCH_DIR
  TYPE=STRI  DIMENSIONS=      248        1        1

 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = C:\Users\201285_Abdul_moghni\Desktop\Train_Faze_4\_ProjectScratch\ScrFF9D\

 SET PARAMETER DIMENSIONS ON  _WB_SOLVERFILES_DIR
  TYPE=STRI  DIMENSIONS=      248        1        1

 PARAMETER _WB_SOLVERFILES_DIR(1) = C:\Users\201285_Abdul_moghni\Desktop\Train_Faze_4\my_3d_Bc_files\dp0\SYS\MECH\

 SET PARAMETER DIMENSIONS ON  _WB_USERFILES_DIR
  TYPE=STRI  DIMENSIONS=      248        1        1

 PARAMETER _WB_USERFILES_DIR(1) = C:\Users\201285_Abdul_moghni\Desktop\Train_Faze_4\my_3d_Bc_files\user_files\
 --- Data in consistent NMM units. See Solving Units in the help system for more

 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 

 *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 2019 R3          19.5     ***
 DISTRIBUTED ANSYS Academic Teaching Advanced                  

 00292481  VERSION=WINDOWS x64   13:44:01  MAY 03, 2021 CP=      0.250

 my_3d_Bc--Static Structural (A5)                                              



          ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
 *********** Nodes for the whole assembly ***********
 *********** Nodes for all Remote Points ***********
 *********** Elements for Body 1 "Line Body" ***********
 *********** Elements for Body 2 "Line Body" ***********
 *********** Elements for Body 3 "Line Body" ***********
 *********** Elements for Body 4 "Line Body" ***********
 *********** Elements for Body 5 "Line Body" ***********
 *********** Elements for Body 6 "Line Body" ***********
 *********** Elements for Body 7 "Line Body" ***********
 *********** Elements for Body 8 "Line Body" ***********
 *********** Elements for Body 9 "Line Body" ***********
 *********** Elements for Body 10 "Line Body" ***********
 *********** Elements for Body 11 "Line Body" ***********
 *********** Elements for Body 12 "Line Body" ***********
 *********** Elements for Body 13 "Line Body" ***********
 *********** Elements for Body 14 "Line Body" ***********
 *********** Elements for Body 15 "Line Body" ***********
 *********** Elements for Body 16 "Line Body" ***********
 *********** Elements for Body 17 "Line Body" ***********
 *********** Elements for Body 18 "Line Body" ***********
 *********** Elements for Body 19 "Line Body" ***********
 *********** Elements for Body 20 "Line Body" ***********
 *********** Elements for Body 21 "Line Body" ***********
 *********** Elements for Body 22 "Line Body" ***********
 *********** Elements for Body 23 "Line Body" ***********
 *********** Elements for Body 24 "Line Body" ***********
 *********** Elements for Body 25 "Line Body" ***********
 *********** Elements for Body 26 "Line Body" ***********
 *********** Elements for Body 27 "Line Body" ***********
 *********** Elements for Body 28 "Line Body" ***********
 *********** Elements for Body 29 "Line Body" ***********
 *********** Elements for Body 30 "Line Body" ***********
 *********** Elements for Body 31 "Line Body" ***********
 *********** Elements for Body 32 "Line Body" ***********
 *********** Elements for Body 33 "Line Body" ***********
 *********** Elements for Body 34 "Line Body" ***********
 *********** Elements for Body 35 "Line Body" ***********
 *********** Elements for Body 36 "Line Body" ***********
 *********** Elements for Body 37 "Line Body" ***********
 *********** Elements for Body 38 "Line Body" ***********
 *********** Elements for Body 39 "Line Body" ***********
 *********** Elements for Body 40 "Line Body" ***********
 *********** Elements for Body 41 "Line Body" ***********
 *********** Elements for Body 42 "Line Body" ***********
 *********** Elements for Body 43 "Line Body" ***********
 *********** Elements for Body 44 "Line Body" ***********
 *********** Elements for Body 45 "Line Body" ***********
 *********** Elements for Body 46 "Line Body" ***********
 *********** Elements for Body 47 "Line Body" ***********
 *********** Elements for Body 48 "Line Body" ***********
 *********** Elements for Body 49 "Line Body" ***********
 *********** Elements for Body 50 "Line Body" ***********
 *********** Elements for Body 51 "Line Body" ***********
 *********** Elements for Body 52 "Line Body" ***********
 *********** Elements for Body 53 "Line Body" ***********
 *********** Elements for Body 54 "Line Body" ***********
 *********** Elements for Body 55 "Line Body" ***********
 *********** Elements for Body 56 "Line Body" ***********
 *********** Elements for Body 57 "Line Body" ***********
 *********** Elements for Body 58 "Line Body" ***********
 *********** Elements for Body 59 "Line Body" ***********
 *********** Elements for Body 60 "Line Body" ***********
 *********** Elements for Body 61 "Line Body" ***********
 *********** Elements for Body 62 "Line Body" ***********
 *********** Elements for Body 63 "Line Body" ***********
 *********** Elements for Body 64 "Line Body" ***********
 *********** Elements for Body 65 "Line Body" ***********
 *********** Elements for Body 66 "Line Body" ***********
 *********** Elements for Body 67 "Line Body" ***********
 *********** Elements for Body 68 "Line Body" ***********
 *********** Elements for Body 69 "Line Body" ***********
 *********** Elements for Body 70 "Line Body" ***********
 *********** Elements for Body 71 "Line Body" ***********
 *********** Elements for Body 72 "Line Body" ***********
 *********** Elements for Body 73 "Line Body" ***********
 *********** Elements for Body 74 "Line Body" ***********
 *********** Elements for Body 75 "Line Body" ***********
 *********** Elements for Body 76 "Line Body" ***********
 *********** Elements for Body 77 "Line Body" ***********
 *********** Elements for Body 78 "Line Body" ***********
 *********** Elements for Body 79 "Line Body" ***********
 *********** Elements for Body 80 "Line Body" ***********
 *********** Elements for Body 81 "Line Body" ***********
 *********** Elements for Body 82 "Line Body" ***********
 *********** Elements for Body 83 "Line Body" ***********
 *********** Elements for Body 84 "Line Body" ***********
 *********** Elements for Body 85 "Line Body" ***********
 *********** Send User Defined Coordinate System(s) ***********
 *********** Set Reference Temperature ***********
 *********** Send Materials ***********
 *********** Send Beam Properties ***********
 ******* Constant Zero Displacement Z *******
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Define Vertex Force Using Follower Elements ***********
 *********** Create Remote Point "Internal Remote Point" ***********
 *********** Create Remote Point "Internal Remote Point 3" ***********
 *********** Create Remote Point "Internal Remote Point 4" ***********
 *********** Create Remote Point "Internal Remote Point 5" ***********
 *********** Construct Remote Displacement ***********
 *********** Construct Remote Displacement ***********
 *********** Construct Remote Displacement ***********
 *********** Construct Remote Displacement ***********
 *** Create a component for all remote displacements ***


 ***** ROUTINE COMPLETED *****  CP =         0.688


 --- Number of total nodes = 256
 --- Number of contact elements = 0
 --- Number of spring elements = 0
 --- Number of bearing elements = 0
 --- Number of solid elements = 188
 --- Number of condensed parts = 0
 --- Number of total elements = 454

 *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  13.7336111    
 ****************************************************************************
 *************************    SOLUTION       ********************************
 ****************************************************************************

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


 PERFORM A STATIC ANALYSIS
  THIS WILL BE A NEW ANALYSIS

 PARAMETER _THICKRATIO =     0.000000000    

 USE SPARSE MATRIX DIRECT SOLVER

 CONTACT INFORMATION PRINTOUT LEVEL       1

 DO NOT COMBINE ELEMENT MATRIX FILES (.emat) AFTER DISTRIBUTED PARALLEL SOLUTION

 DO NOT COMBINE ELEMENT SAVE DATA FILES (.esav) AFTER DISTRIBUTED PARALLEL SOLUTION

 NLDIAG: Nonlinear diagnostics CONT option is set to ON. 
         Writing frequency : each ITERATION.

 DO NOT SAVE ANY RESTART FILES AT ALL
 ****************************************************
 ******************* SOLVE FOR LS 1 OF 1 ****************

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        86 TO         86 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        87 TO         87 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -10485.        -10485.        -10485.        -10485.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        88 TO         88 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        89 TO         89 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        90 TO         90 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -14815.        -14815.        -14815.        -14815.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        91 TO         91 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        92 TO         92 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        93 TO         93 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -14318.        -14318.        -14318.        -14318.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        94 TO         94 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        95 TO         95 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        96 TO         96 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

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

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        97 TO         97 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        98 TO         98 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE        99 TO         99 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -15477.        -15477.        -15477.        -15477.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       100 TO        100 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       101 TO        101 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       102 TO        102 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -15025.        -15025.        -15025.        -15025.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       103 TO        103 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       104 TO        104 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       105 TO        105 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -15477.        -15477.        -15477.        -15477.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       106 TO        106 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       107 TO        107 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       108 TO        108 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

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

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       109 TO        109 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       110 TO        110 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       111 TO        111 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -14318.        -14318.        -14318.        -14318.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       112 TO        112 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       113 TO        113 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       114 TO        114 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -14815.        -14815.        -14815.        -14815.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       115 TO        115 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       116 TO        116 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       117 TO        117 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -10485.        -10485.        -10485.        -10485.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       118 TO        118 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       119 TO        119 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       120 TO        120 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -10871.        -10871.        -10871.        -10871.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       121 TO        121 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       122 TO        122 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       123 TO        123 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -8157.4        -8157.4        -8157.4        -8157.4    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       124 TO        124 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       125 TO        125 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       126 TO        126 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -8441.2        -8441.2        -8441.2        -8441.2    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       127 TO        127 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       128 TO        128 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       129 TO        129 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -7288.5        -7288.5        -7288.5        -7288.5    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       130 TO        130 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       131 TO        131 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       132 TO        132 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -5940.7        -5940.7        -5940.7        -5940.7    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       133 TO        133 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       134 TO        134 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       135 TO        135 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -5940.7        -5940.7        -5940.7        -5940.7    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       136 TO        136 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       137 TO        137 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       138 TO        138 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -7288.5        -7288.5        -7288.5        -7288.5    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       139 TO        139 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       140 TO        140 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       141 TO        141 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -8441.2        -8441.2        -8441.2        -8441.2    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       142 TO        142 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       143 TO        143 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       144 TO        144 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -8157.4        -8157.4        -8157.4        -8157.4    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       145 TO        145 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       146 TO        146 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       147 TO        147 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -10871.        -10871.        -10871.        -10871.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       148 TO        148 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       149 TO        149 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       150 TO        150 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -12716.        -12716.        -12716.        -12716.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       151 TO        151 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       152 TO        152 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       153 TO        153 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -14705.        -14705.        -14705.        -14705.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       154 TO        154 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       155 TO        155 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       156 TO        156 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -14851.        -14851.        -14851.        -14851.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       157 TO        157 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       158 TO        158 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       159 TO        159 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -14590.        -14590.        -14590.        -14590.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       160 TO        160 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       161 TO        161 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       162 TO        162 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -13546.        -13546.        -13546.        -13546.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       163 TO        163 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       164 TO        164 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       165 TO        165 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -13324.        -13324.        -13324.        -13324.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       166 TO        166 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       167 TO        167 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       168 TO        168 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -13546.        -13546.        -13546.        -13546.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       169 TO        169 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       170 TO        170 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       171 TO        171 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -14590.        -14590.        -14590.        -14590.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       172 TO        172 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       173 TO        173 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       174 TO        174 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -14851.        -14851.        -14851.        -14851.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       175 TO        175 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       176 TO        176 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       177 TO        177 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -14705.        -14705.        -14705.        -14705.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       178 TO        178 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       179 TO        179 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       180 TO        180 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -12716.        -12716.        -12716.        -12716.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       181 TO        181 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       182 TO        182 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       183 TO        183 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -31749.        -31749.        -31749.        -31749.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       184 TO        184 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       185 TO        185 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       186 TO        186 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -24765.        -24765.        -24765.        -24765.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       187 TO        187 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       188 TO        188 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       189 TO        189 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -31749.        -31749.        -31749.        -31749.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       190 TO        190 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       191 TO        191 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       192 TO        192 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -31749.        -31749.        -31749.        -31749.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       193 TO        193 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       194 TO        194 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       195 TO        195 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -24765.        -24765.        -24765.        -24765.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       196 TO        196 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       197 TO        197 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       198 TO        198 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -31749.        -31749.        -31749.        -31749.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       199 TO        199 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       200 TO        200 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       201 TO        201 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -31749.        -31749.        -31749.        -31749.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       202 TO        202 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       203 TO        203 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       204 TO        204 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -24765.        -24765.        -24765.        -24765.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       205 TO        205 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       206 TO        206 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       207 TO        207 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -31749.        -31749.        -31749.        -31749.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       208 TO        208 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       209 TO        209 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       210 TO        210 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -31749.        -31749.        -31749.        -31749.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       211 TO        211 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       212 TO        212 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       213 TO        213 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =    -12383.        -12383.        -12383.        -12383.    

 SELECT       FOR ITEM=REAL COMPONENT=    
  IN RANGE       214 TO        214 STEP          1

          2  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE         1 TO        458 STEP          1

        454  ELEMENTS (OF        454  DEFINED) SELECTED BY  ESEL  COMMAND.

 SPECIFIED CONSTRAINT UX   FOR SELECTED NODES          253 TO         253 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UY   FOR SELECTED NODES          253 TO         253 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UZ   FOR SELECTED NODES          253 TO         253 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT ROTX FOR SELECTED NODES          253 TO         253 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT ROTY FOR SELECTED NODES          253 TO         253 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UX   FOR SELECTED NODES          254 TO         254 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UY   FOR SELECTED NODES          254 TO         254 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UZ   FOR SELECTED NODES          254 TO         254 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT ROTX FOR SELECTED NODES          254 TO         254 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT ROTY FOR SELECTED NODES          254 TO         254 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UY   FOR SELECTED NODES          255 TO         255 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UZ   FOR SELECTED NODES          255 TO         255 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT ROTX FOR SELECTED NODES          255 TO         255 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT ROTY FOR SELECTED NODES          255 TO         255 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UY   FOR SELECTED NODES          256 TO         256 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UZ   FOR SELECTED NODES          256 TO         256 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT ROTX FOR SELECTED NODES          256 TO         256 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT ROTY FOR SELECTED NODES          256 TO         256 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 PRINTOUT RESUMED BY /GOP

 USE       1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL  DEGREES OF FREEDOM
 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 EANG ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL 
   FOR ALL APPLICABLE ENTITIES

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

 WRITE VENG 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

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

 PRINTOUT RESUMED BY /GOP

 WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL 
   FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC 

 *GET  ANSINTER_  FROM  ACTI  ITEM=INT        VALUE=  0.00000000    

 *IF  ANSINTER_                         ( =   0.00000     )  NE  
      0                                 ( =   0.00000     )  THEN    

 *ENDIF

 *** NOTE ***                            CP =       0.750   TIME= 13:44:02
 The automatic domain decomposition logic has selected the MESH domain   
 decomposition method with 2 processes per solution.                     

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

 *** WARNING ***                         CP =       0.750   TIME= 13:44:02
 Element shape checking is currently inactive.  Issue SHPP,ON or         
 SHPP,WARN to reactivate, if desired.                                    

 *** NOTE ***                            CP =       0.750   TIME= 13:44:02
 The model data was checked and warning messages were found.             
  Please review output or errors file (                                  
 C:\Users\201285_Abdul_moghni\Desktop\Train_Faze_4\_ProjectScratch\ScrFF 
 F9D\file0.err ) for these warning messages.                             

 *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 2019 R3          19.5     ***
 DISTRIBUTED ANSYS Academic Teaching Advanced                  

 00292481  VERSION=WINDOWS x64   13:44:02  MAY 03, 2021 CP=      0.750

 my_3d_Bc--Static Structural (A5)                                              



                       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)
   OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . .  273.15    
   EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE             
   GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC  

 *** WARNING ***                         CP =       0.750   TIME= 13:44:02
 Material number 86 (used by element 193) 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 =       0.750   TIME= 13:44:02
 The step data was checked and warning messages were found.              
  Please review output or errors file (                                  
 C:\Users\201285_Abdul_moghni\Desktop\Train_Faze_4\_ProjectScratch\ScrFF 
 F9D\file0.err ) for these warning messages.                             

 *** NOTE ***                            CP =       0.750   TIME= 13:44:02
 Internal nodes from 257 to 260 are created.                             
 4 internal nodes are used for handling degrees of freedom on pilot      
 nodes of rigid target surfaces.                                         

 *** NOTE ***                            CP =       0.750   TIME= 13:44:02
 Internal nodes from 257 to 260 are created.                             
 4 internal nodes are used for handling degrees of freedom on pilot      
 nodes of rigid target surfaces.                                         

 *** NOTE ***                            CP =       0.750   TIME= 13:44:02
 Rigid target surface identified by real constant set 215.  The degrees  
 of freedom of the rigid surface are driven by the pilot node 253.       
 Internal MPC will be built.                                             
 Boundary conditions can be applied on any target node.
 The rigid surface does not overlap other elements.                      
 The used degrees of freedom set is  UX   UY   UZ   ROTX ROTY ROTZ
 *WARNING*: Boundary conditions, coupling, and/or constraint equations   
 have been applied on certain target nodes (for example 25).             
 ****************************************
  

 *** NOTE ***                            CP =       0.750   TIME= 13:44:02
 Rigid target surface identified by real constant set 216.  The degrees  
 of freedom of the rigid surface are driven by the pilot node 254.       
 Internal MPC will be built.                                             
 Boundary conditions can be applied on any target node.
 The rigid surface does not overlap other elements.                      
 The used degrees of freedom set is  UX   UY   UZ   ROTX ROTY ROTZ
 *WARNING*: Boundary conditions, coupling, and/or constraint equations   
 have been applied on certain target nodes (for example 28).             
 ****************************************
  

 *** NOTE ***                            CP =       0.750   TIME= 13:44:02
 Rigid target surface identified by real constant set 217.  The degrees  
 of freedom of the rigid surface are driven by the pilot node 255.       
 Internal MPC will be built.                                             
 Boundary conditions can be applied on any target node.
 The rigid surface does not overlap other elements.                      
 The used degrees of freedom set is  UX   UY   UZ   ROTX ROTY ROTZ
 *WARNING*: Boundary conditions, coupling, and/or constraint equations   
 have been applied on certain target nodes (for example 34).             
 ****************************************
  

 *** NOTE ***                            CP =       0.750   TIME= 13:44:02
 Rigid target surface identified by real constant set 218.  The degrees  
 of freedom of the rigid surface are driven by the pilot node 256.       
 Internal MPC will be built.                                             
 Boundary conditions can be applied on any target node.
 The rigid surface does not overlap other elements.                      
 The used degrees of freedom set is  UX   UY   UZ   ROTX ROTY ROTZ
 *WARNING*: Boundary conditions, coupling, and/or constraint equations   
 have been applied on certain target nodes (for example 31).             
 ****************************************
  

 *** WARNING ***                         CP =       0.750   TIME= 13:44:02
 Overconstraint may occur for Lagrange multiplier or MPC based contact   
 algorithm.                                                              
 The reasons for possible overconstraint are:                            

 *** WARNING ***                         CP =       0.750   TIME= 13:44:02
 Boundary conditions, coupling, and/or constraint equations have been    
 applied on certain contact nodes (for example 31).                      
 ****************************************
  
  

 *** NOTE ***                            CP =       0.750   TIME= 13:44:02
 Internal nodes from 257 to 260 are created.                             
 4 internal nodes are used for handling degrees of freedom on pilot      
 nodes of rigid target surfaces.                                         

  
  
     D I S T R I B U T E D   D O M A I N   D E C O M P O S E R
  
  ...Number of elements: 454
  ...Number of nodes:    260
  ...Decompose to 2 CPU domains
  ...Element load balance ratio =     2.004


                      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
   STEP CHANGE BOUNDARY CONDITIONS . . . . . . . .    NO
   PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
   DATABASE OUTPUT CONTROLS
      ITEM     FREQUENCY   COMPONENT
       ALL       NONE               
      NSOL        ALL               
      RSOL        ALL               
      EANG        ALL               
      ETMP        ALL               
      VENG        ALL               
      STRS        ALL               
      EPEL        ALL               
      EPPL        ALL               
      CONT        ALL               
      MISC        ALL       _ELMISC 


 SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr                                                                                                                                                                                                                                                           

 *** NOTE ***                            CP =       0.766   TIME= 13:44:02
 Rigid target surface identified by real constant set 215.  The degrees  
 of freedom of the rigid surface are driven by the pilot node 253.       
 Internal MPC will be built.                                             
 Boundary conditions can be applied on any target node.
 The used degrees of freedom set is  UX   UY   UZ   ROTX ROTY ROTZ
 *WARNING*: Boundary conditions, coupling, and/or constraint equations   
 have been applied on certain target nodes (for example 25).             
 ****************************************
  


 *** WARNING ***                         CP =       0.781   TIME= 13:44:02
 Multiple constraints have been applied on degree of freedom 3 of        
 contact node 25.  The program will remove certain internal MPCs.        
 Please check the model carefully.                                       
 *WARNING*: 1 MPC equations were released for the rigid constraint       
 surface identified by real constant set 215 due to overconstraint       
 detection logic.                                                        

 *** WARNING ***                         CP =       0.781   TIME= 13:44:02
 Multiple constraints have been applied on degree of freedom 3 of        
 contact node 28.  The program will remove certain internal MPCs.        
 Please check the model carefully.                                       

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 196.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 194.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 198.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 388.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 386.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 390.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 197.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 195.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 193.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 389.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 387.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 385.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 384.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 380.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 382.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 383.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 381.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 379.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 262.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 260.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 264.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 259.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 263.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 261.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 374.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 376.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 378.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 375.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 373.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 377.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 204.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 200.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 392.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 202.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 394.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 396.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 199.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 201.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 393.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 203.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 395.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 391.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 268.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 266.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 270.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 265.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 269.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 267.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 368.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 370.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 372.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 369.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 367.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 371.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 210.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 206.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 398.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 208.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 400.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 402.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 205.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 207.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 399.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 209.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 401.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 397.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 271.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 275.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 273.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 274.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 272.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 276.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 362.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 364.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 366.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 365.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 361.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 363.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 216.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 212.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 404.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 214.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 406.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 408.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 211.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 213.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 405.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 215.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 407.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 403.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 280.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 278.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 282.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 277.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 281.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 279.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 356.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 358.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 360.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 357.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 355.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 359.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 411.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 409.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 219.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 413.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 221.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 217.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 218.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 410.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 220.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 412.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 222.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 414.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 283.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 287.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 285.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 286.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 284.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 288.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 350.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 352.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 354.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 351.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 349.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 353.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 417.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 415.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 225.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 419.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 227.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 223.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 224.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 416.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 226.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 418.                      

 *** WARNING ***                         CP =       0.797   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 228.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 420.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 289.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 293.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 291.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 292.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 290.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 294.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 344.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 346.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 348.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 347.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 343.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 345.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 233.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 421.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 231.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 423.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 229.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 425.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 230.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 422.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 232.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 424.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 234.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 426.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 295.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 299.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 297.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 298.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 296.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 300.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 338.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 340.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 342.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 341.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 337.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 339.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 430.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 236.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 428.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 238.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 240.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 432.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 235.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 237.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 429.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 239.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 431.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 427.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 301.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 305.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 303.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 304.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 302.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 306.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 331.                      

 *** WARNING ***                         CP =       0.812   TIME= 13:44:02
 A boundary condition has been applied on 1 degrees of freedom of the    
 node belonging to the FOLLW201 element number 333.                      

 ************************************************************************
 The number of ERROR and WARNING messages exceeds 200.                   
 Additional messages suppressed.  See (                                  
 C:\Users\201285_Abdul_moghni\Desktop\Train_Faze_4\_ProjectScratch\ScrFF 
 F9D\file0.err ) for suppressed messages.                                
 ************************************************************************
  
 The FEA model contains 0 external CE equations and 8 internal CE        
 equations.                                                              


                         ***********  PRECISE MASS SUMMARY  ***********

   TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
               Translational mass               |   Coupled translational/rotational mass
         63.565        0.0000        0.0000     |     0.0000        95347.      -0.12729E+06
         0.0000        63.565        0.0000     |    -95347.        0.0000       0.13158E+07
         0.0000        0.0000        63.565     |    0.12729E+06  -0.13158E+07    0.0000    
     ------------------------------------------ | ------------------------------------------
                                                |         Rotational mass (inertia)
                                                |    0.71733E+09  -0.26349E+10  -0.19737E+10
                                                |   -0.26349E+10   0.37678E+11  -0.19093E+09
                                                |   -0.19737E+10  -0.19093E+09   0.37848E+11

   TOTAL MASS =  63.565    
     The mass principal axes coincide with the global Cartesian axes

   CENTER OF MASS (X,Y,Z)=    20700.        2002.5        1500.0    

   TOTAL INERTIA ABOUT CENTER OF MASS
        0.31942E+09  -0.28610E-05  -0.14305E-05
       -0.28610E-05   0.10298E+11  -0.14901E-06
       -0.14305E-05  -0.14901E-06   0.10356E+11
     The inertia principal axes coincide with the global Cartesian axes


  *** MASS SUMMARY BY ELEMENT TYPE ***

  TYPE      MASS
     1   1.42996    
     2   1.42996    
     3   1.42996    
     4   1.42996    
     5  0.844974    
     6  0.844974    
     7  0.844974    
     8  0.844974    
     9   3.76988    
    10   3.76988    
    11   1.37276    
    12   1.37276    
    13   1.37276    
    14   1.37276    
    15   4.43026    
    16   4.43026    
    17   2.02216    
    18   2.02216    
    19   1.05504    
    20   1.05504    
    21   1.05504    
    22   1.05504    
    23   1.05504    
    24   1.05504    
    25   1.05504    
    26   1.05504    
    27   1.05504    
    28  0.370559    
    29  0.370559    
    30  0.370559    
    31  0.370559    
    32  0.325369    
    33  0.325369    
    34  0.325369    
    35  0.325369    
    36  0.325369    
    37  0.325369    
    38  0.325369    
    39  0.325369    
    40  0.280179    
    41  0.280179    
    42  0.280179    
    43  0.560357    
    44  0.280179    
    45  0.560357    
    46  0.737502    
    47  0.737502    
    48  0.737502    
    49  0.737502    
    50  0.506129    
    51  0.506129    
    52  0.506129    
    53  0.506129    
    54  0.535051    
    55  0.535051    
    56  0.535051    
    57  0.535051    
    58  0.462747    
    59  0.462747    
    60  0.462747    
    61  0.462747    
    62  0.650737    
    63  0.650737    
    64  0.136137    
    65  0.136137    
    66  0.136137    
    67  0.136137    
    68  0.123294    
    69  0.123294    
    70  0.123294    
    71  0.123294    
    72  0.123294    
    73  0.123294    
    74  0.123294    
    75  0.123294    
    76  0.847643E-01
    77  0.847643E-01
    78  0.847643E-01
    79  0.847643E-01
    80  0.169529    
    81  0.169529    
    82  0.578161E-01
    83  0.578161E-01
    84  0.578161E-01
    85  0.578161E-01

 Range of element maximum matrix coefficients in global coordinates
 Maximum = 1471014.49 at element 17.                                     
 Minimum = 39594.8343 at element 186.                                    

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

        1         2  LINK180       0.000   0.000000
        2         2  LINK180       0.000   0.000000
        3         2  LINK180       0.000   0.000000
        4         2  LINK180       0.000   0.000000
        5         1  LINK180       0.000   0.000000
        6         1  LINK180       0.000   0.000000
        7         1  LINK180       0.000   0.000000
        8         1  LINK180       0.000   0.000000
        9         4  LINK180       0.000   0.000000
       10         4  LINK180       0.000   0.000000
       11         2  LINK180       0.000   0.000000
       12         2  LINK180       0.000   0.000000
       13         2  LINK180       0.000   0.000000
       14         2  LINK180       0.000   0.000000
       15         6  LINK180       0.000   0.000000
       16         6  LINK180       0.000   0.000000
       17         4  LINK180       0.000   0.000000
       18         4  LINK180       0.000   0.000000
       19         4  LINK180       0.000   0.000000
       20         4  LINK180       0.000   0.000000
       21         4  LINK180       0.000   0.000000
       22         4  LINK180       0.000   0.000000
       23         4  LINK180       0.000   0.000000
       24         4  LINK180       0.000   0.000000
       25         4  LINK180       0.000   0.000000
       26         4  LINK180       0.000   0.000000
       27         4  LINK180       0.000   0.000000
       28         2  LINK180       0.000   0.000000
       29         2  LINK180       0.000   0.000000
       30         2  LINK180       0.000   0.000000
       31         2  LINK180       0.000   0.000000
       32         2  LINK180       0.000   0.000000
       33         2  LINK180       0.000   0.000000
       34         2  LINK180       0.000   0.000000
       35         2  LINK180       0.000   0.000000
       36         2  LINK180       0.000   0.000000
       37         2  LINK180       0.000   0.000000
       38         2  LINK180       0.000   0.000000
       39         2  LINK180       0.000   0.000000
       40         2  LINK180       0.000   0.000000
       41         2  LINK180       0.000   0.000000
       42         2  LINK180       0.000   0.000000
       43         4  LINK180       0.000   0.000000
       44         2  LINK180       0.000   0.000000
       45         4  LINK180       0.000   0.000000
       46         2  LINK180       0.000   0.000000
       47         2  LINK180       0.000   0.000000
       48         2  LINK180       0.000   0.000000
       49         2  LINK180       0.000   0.000000
       50         2  LINK180       0.000   0.000000
       51         2  LINK180       0.000   0.000000
       52         2  LINK180       0.000   0.000000
       53         2  LINK180       0.000   0.000000
       54         2  LINK180       0.000   0.000000
       55         2  LINK180       0.000   0.000000
       56         2  LINK180       0.000   0.000000
       57         2  LINK180       0.000   0.000000
       58         2  LINK180       0.000   0.000000
       59         2  LINK180       0.000   0.000000
       60         2  LINK180       0.000   0.000000
       61         2  LINK180       0.000   0.000000
       62         4  LINK180       0.000   0.000000
       63         4  LINK180       0.000   0.000000
       64         1  LINK180       0.000   0.000000
       65         1  LINK180       0.000   0.000000
       66         1  LINK180       0.000   0.000000
       67         1  LINK180       0.000   0.000000
       68         1  LINK180       0.000   0.000000
       69         1  LINK180       0.000   0.000000
       70         1  LINK180       0.000   0.000000
       71         1  LINK180       0.000   0.000000
       72         1  LINK180       0.000   0.000000
       73         1  LINK180       0.000   0.000000
       74         1  LINK180       0.000   0.000000
       75         1  LINK180       0.000   0.000000
       76         1  LINK180       0.000   0.000000
       77         1  LINK180       0.000   0.000000
       78         1  LINK180       0.000   0.000000
       79         1  LINK180       0.000   0.000000
       80         2  LINK180       0.000   0.000000
       81         2  LINK180       0.000   0.000000
       82         1  LINK180       0.000   0.000000
       83         1  LINK180       0.000   0.000000
       84         1  LINK180       0.000   0.000000
       85         1  LINK180       0.000   0.000000
       86         6  CLOAD201      0.000   0.000000
       89         6  CLOAD201      0.000   0.000000
       92         6  CLOAD201      0.000   0.000000
       95         6  CLOAD201      0.000   0.000000
       98         6  CLOAD201      0.000   0.000000
      101         6  CLOAD201      0.000   0.000000
      104         6  CLOAD201      0.000   0.000000
      107         6  CLOAD201      0.000   0.000000
      110         6  CLOAD201      0.000   0.000000
      113         6  CLOAD201      0.000   0.000000
      116         6  CLOAD201      0.000   0.000000
      119         6  CLOAD201      0.000   0.000000
      122         6  CLOAD201      0.000   0.000000
      125         6  CLOAD201      0.000   0.000000
      128         6  CLOAD201      0.000   0.000000
      131         6  CLOAD201      0.000   0.000000
      134         6  CLOAD201      0.000   0.000000
      137         6  CLOAD201      0.000   0.000000
      140         6  CLOAD201      0.000   0.000000
      143         6  CLOAD201      0.000   0.000000
      146         6  CLOAD201      0.000   0.000000
      149         6  CLOAD201      0.000   0.000000
      152         6  CLOAD201      0.000   0.000000
      155         6  CLOAD201      0.000   0.000000
      158         6  CLOAD201      0.000   0.000000
      161         6  CLOAD201      0.000   0.000000
      164         6  CLOAD201      0.000   0.000000
      167         6  CLOAD201      0.000   0.000000
      170         6  CLOAD201      0.000   0.000000
      173         6  CLOAD201      0.000   0.000000
      176         6  CLOAD201      0.000   0.000000
      179         6  CLOAD201      0.000   0.000000
      182         6  CLOAD201      0.000   0.000000
      185         6  CLOAD201      0.000   0.000000
      188         6  CLOAD201      0.000   0.000000
      191         6  CLOAD201      0.000   0.000000
      194         6  CLOAD201      0.016   0.002604
      197         6  CLOAD201      0.000   0.000000
      200         6  CLOAD201      0.000   0.000000
      203         6  CLOAD201      0.000   0.000000
      206         6  CLOAD201      0.000   0.000000
      209         6  CLOAD201      0.000   0.000000
      212         6  CLOAD201      0.000   0.000000
      215         2  TARGE170      0.000   0.000000
      216         2  TARGE170      0.000   0.000000
      217         2  TARGE170      0.000   0.000000
      218         2  TARGE170      0.000   0.000000
 Time at end of element matrix formulation CP = 0.8125.                  

 DISTRIBUTED SPARSE MATRIX DIRECT SOLVER.
  Number of equations =         122,    Maximum wavefront =      1

  Local memory allocated for solver              =      0.218 MB
  Local memory required for in-core solution     =      0.189 MB
  Local memory required for out-of-core solution =      0.189 MB

  Total memory allocated for solver              =      0.460 MB
  Total memory required for in-core solution     =      0.401 MB
  Total memory required for out-of-core solution =      0.401 MB

 *** NOTE ***                            CP =       0.812   TIME= 13:44:02
 The Distributed Sparse Matrix Solver is currently running in the        
 in-core memory mode.  This memory mode uses the most amount of memory   
 in order to avoid using the hard drive as much as possible, which most  
 often results in the fastest solution time.  This mode is recommended   
 if enough physical memory is present to accommodate all of the solver   
 data.                                                                   
 curEqn=     60  totEqn=     60 Job CP sec=      0.828
      Factor Done= 100% Factor Wall sec=      0.005 rate=       3.0 Mflops
 Distributed sparse solver maximum pivot= 3252199.78 at node 22 UX.      
 Distributed sparse solver minimum pivot= 28654.5279 at node 18 UY.      
 Distributed sparse solver minimum pivot in absolute value= 28654.5279   
 at node 18 UY.                                                          

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

        1         2  LINK180       0.000   0.000000
        2         2  LINK180       0.000   0.000000
        3         2  LINK180       0.000   0.000000
        4         2  LINK180       0.000   0.000000
        5         1  LINK180       0.000   0.000000
        6         1  LINK180       0.000   0.000000
        7         1  LINK180       0.000   0.000000
        8         1  LINK180       0.000   0.000000
        9         4  LINK180       0.000   0.000000
       10         4  LINK180       0.000   0.000000
       11         2  LINK180       0.000   0.000000
       12         2  LINK180       0.000   0.000000
       13         2  LINK180       0.000   0.000000
       14         2  LINK180       0.000   0.000000
       15         6  LINK180       0.000   0.000000
       16         6  LINK180       0.000   0.000000
       17         4  LINK180       0.016   0.003906
       18         4  LINK180       0.000   0.000000
       19         4  LINK180       0.000   0.000000
       20         4  LINK180       0.000   0.000000
       21         4  LINK180       0.000   0.000000
       22         4  LINK180       0.000   0.000000
       23         4  LINK180       0.000   0.000000
       24         4  LINK180       0.000   0.000000
       25         4  LINK180       0.000   0.000000
       26         4  LINK180       0.000   0.000000
       27         4  LINK180       0.000   0.000000
       28         2  LINK180       0.000   0.000000
       29         2  LINK180       0.000   0.000000
       30         2  LINK180       0.000   0.000000
       31         2  LINK180       0.000   0.000000
       32         2  LINK180       0.000   0.000000
       33         2  LINK180       0.000   0.000000
       34         2  LINK180       0.000   0.000000
       35         2  LINK180       0.000   0.000000
       36         2  LINK180       0.000   0.000000
       37         2  LINK180       0.000   0.000000
       38         2  LINK180       0.000   0.000000
       39         2  LINK180       0.000   0.000000
       40         2  LINK180       0.000   0.000000
       41         2  LINK180       0.000   0.000000
       42         2  LINK180       0.000   0.000000
       43         4  LINK180       0.000   0.000000
       44         2  LINK180       0.000   0.000000
       45         4  LINK180       0.000   0.000000
       46         2  LINK180       0.000   0.000000
       47         2  LINK180       0.000   0.000000
       48         2  LINK180       0.000   0.000000
       49         2  LINK180       0.000   0.000000
       50         2  LINK180       0.000   0.000000
       51         2  LINK180       0.000   0.000000
       52         2  LINK180       0.000   0.000000
       53         2  LINK180       0.000   0.000000
       54         2  LINK180       0.000   0.000000
       55         2  LINK180       0.000   0.000000
       56         2  LINK180       0.000   0.000000
       57         2  LINK180       0.000   0.000000
       58         2  LINK180       0.000   0.000000
       59         2  LINK180       0.000   0.000000
       60         2  LINK180       0.000   0.000000
       61         2  LINK180       0.000   0.000000
       62         4  LINK180       0.000   0.000000
       63         4  LINK180       0.000   0.000000
       64         1  LINK180       0.000   0.000000
       65         1  LINK180       0.000   0.000000
       66         1  LINK180       0.000   0.000000
       67         1  LINK180       0.000   0.000000
       68         1  LINK180       0.000   0.000000
       69         1  LINK180       0.000   0.000000
       70         1  LINK180       0.000   0.000000
       71         1  LINK180       0.000   0.000000
       72         1  LINK180       0.000   0.000000
       73         1  LINK180       0.000   0.000000
       74         1  LINK180       0.000   0.000000
       75         1  LINK180       0.000   0.000000
       76         1  LINK180       0.000   0.000000
       77         1  LINK180       0.000   0.000000
       78         1  LINK180       0.000   0.000000
       79         1  LINK180       0.000   0.000000
       80         2  LINK180       0.000   0.000000
       81         2  LINK180       0.000   0.000000
       82         1  LINK180       0.000   0.000000
       83         1  LINK180       0.000   0.000000
       84         1  LINK180       0.000   0.000000
       85         1  LINK180       0.000   0.000000
       86         6  CLOAD201      0.000   0.000000
       89         6  CLOAD201      0.000   0.000000
       92         6  CLOAD201      0.000   0.000000
       95         6  CLOAD201      0.000   0.000000
       98         6  CLOAD201      0.000   0.000000
      101         6  CLOAD201      0.000   0.000000
      104         6  CLOAD201      0.000   0.000000
      107         6  CLOAD201      0.000   0.000000
      110         6  CLOAD201      0.000   0.000000
      113         6  CLOAD201      0.000   0.000000
      116         6  CLOAD201      0.000   0.000000
      119         6  CLOAD201      0.000   0.000000
      122         6  CLOAD201      0.000   0.000000
      125         6  CLOAD201      0.000   0.000000
      128         6  CLOAD201      0.000   0.000000
      131         6  CLOAD201      0.000   0.000000
      134         6  CLOAD201      0.000   0.000000
      137         6  CLOAD201      0.000   0.000000
      140         6  CLOAD201      0.000   0.000000
      143         6  CLOAD201      0.000   0.000000
      146         6  CLOAD201      0.000   0.000000
      149         6  CLOAD201      0.000   0.000000
      152         6  CLOAD201      0.000   0.000000
      155         6  CLOAD201      0.000   0.000000
      158         6  CLOAD201      0.000   0.000000
      161         6  CLOAD201      0.000   0.000000
      164         6  CLOAD201      0.000   0.000000
      167         6  CLOAD201      0.000   0.000000
      170         6  CLOAD201      0.000   0.000000
      173         6  CLOAD201      0.000   0.000000
      176         6  CLOAD201      0.000   0.000000
      179         6  CLOAD201      0.000   0.000000
      182         6  CLOAD201      0.000   0.000000
      185         6  CLOAD201      0.000   0.000000
      188         6  CLOAD201      0.000   0.000000
      191         6  CLOAD201      0.000   0.000000
      194         6  CLOAD201      0.000   0.000000
      197         6  CLOAD201      0.000   0.000000
      200         6  CLOAD201      0.000   0.000000
      203         6  CLOAD201      0.000   0.000000
      206         6  CLOAD201      0.000   0.000000
      209         6  CLOAD201      0.000   0.000000
      212         6  CLOAD201      0.000   0.000000

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

        1         2  LINK180       0.000   0.000000
        2         2  LINK180       0.000   0.000000
        3         2  LINK180       0.000   0.000000
        4         2  LINK180       0.000   0.000000
        5         1  LINK180       0.000   0.000000
        6         1  LINK180       0.000   0.000000
        7         1  LINK180       0.000   0.000000
        8         1  LINK180       0.000   0.000000
        9         4  LINK180       0.000   0.000000
       10         4  LINK180       0.000   0.000000
       11         2  LINK180       0.000   0.000000
       12         2  LINK180       0.000   0.000000
       13         2  LINK180       0.000   0.000000
       14         2  LINK180       0.000   0.000000
       15         6  LINK180       0.000   0.000000
       16         6  LINK180       0.000   0.000000
       17         4  LINK180       0.000   0.000000
       18         4  LINK180       0.000   0.000000
       19         4  LINK180       0.000   0.000000
       20         4  LINK180       0.000   0.000000
       21         4  LINK180       0.000   0.000000
       22         4  LINK180       0.000   0.000000
       23         4  LINK180       0.000   0.000000
       24         4  LINK180       0.000   0.000000
       25         4  LINK180       0.000   0.000000
       26         4  LINK180       0.000   0.000000
       27         4  LINK180       0.000   0.000000
       28         2  LINK180       0.000   0.000000
       29         2  LINK180       0.000   0.000000
       30         2  LINK180       0.000   0.000000
       31         2  LINK180       0.000   0.000000
       32         2  LINK180       0.000   0.000000
       33         2  LINK180       0.000   0.000000
       34         2  LINK180       0.000   0.000000
       35         2  LINK180       0.000   0.000000
       36         2  LINK180       0.000   0.000000
       37         2  LINK180       0.000   0.000000
       38         2  LINK180       0.000   0.000000
       39         2  LINK180       0.000   0.000000
       40         2  LINK180       0.000   0.000000
       41         2  LINK180       0.000   0.000000
       42         2  LINK180       0.000   0.000000
       43         4  LINK180       0.000   0.000000
       44         2  LINK180       0.000   0.000000
       45         4  LINK180       0.000   0.000000
       46         2  LINK180       0.000   0.000000
       47         2  LINK180       0.000   0.000000
       48         2  LINK180       0.000   0.000000
       49         2  LINK180       0.000   0.000000
       50         2  LINK180       0.000   0.000000
       51         2  LINK180       0.000   0.000000
       52         2  LINK180       0.000   0.000000
       53         2  LINK180       0.000   0.000000
       54         2  LINK180       0.000   0.000000
       55         2  LINK180       0.000   0.000000
       56         2  LINK180       0.000   0.000000
       57         2  LINK180       0.000   0.000000
       58         2  LINK180       0.000   0.000000
       59         2  LINK180       0.000   0.000000
       60         2  LINK180       0.000   0.000000
       61         2  LINK180       0.000   0.000000
       62         4  LINK180       0.000   0.000000
       63         4  LINK180       0.000   0.000000
       64         1  LINK180       0.000   0.000000
       65         1  LINK180       0.000   0.000000
       66         1  LINK180       0.000   0.000000
       67         1  LINK180       0.000   0.000000
       68         1  LINK180       0.000   0.000000
       69         1  LINK180       0.000   0.000000
       70         1  LINK180       0.000   0.000000
       71         1  LINK180       0.000   0.000000
       72         1  LINK180       0.000   0.000000
       73         1  LINK180       0.000   0.000000
       74         1  LINK180       0.000   0.000000
       75         1  LINK180       0.000   0.000000
       76         1  LINK180       0.000   0.000000
       77         1  LINK180       0.000   0.000000
       78         1  LINK180       0.000   0.000000
       79         1  LINK180       0.000   0.000000
       80         2  LINK180       0.000   0.000000
       81         2  LINK180       0.000   0.000000
       82         1  LINK180       0.000   0.000000
       83         1  LINK180       0.000   0.000000
       84         1  LINK180       0.000   0.000000
       85         1  LINK180       0.000   0.000000
       86         6  CLOAD201      0.000   0.000000
       89         6  CLOAD201      0.000   0.000000
       92         6  CLOAD201      0.000   0.000000
       95         6  CLOAD201      0.000   0.000000
       98         6  CLOAD201      0.000   0.000000
      101         6  CLOAD201      0.000   0.000000
      104         6  CLOAD201      0.000   0.000000
      107         6  CLOAD201      0.000   0.000000
      110         6  CLOAD201      0.000   0.000000
      113         6  CLOAD201      0.000   0.000000
      116         6  CLOAD201      0.000   0.000000
      119         6  CLOAD201      0.000   0.000000
      122         6  CLOAD201      0.000   0.000000
      125         6  CLOAD201      0.000   0.000000
      128         6  CLOAD201      0.000   0.000000
      131         6  CLOAD201      0.000   0.000000
      134         6  CLOAD201      0.000   0.000000
      137         6  CLOAD201      0.000   0.000000
      140         6  CLOAD201      0.000   0.000000
      143         6  CLOAD201      0.000   0.000000
      146         6  CLOAD201      0.000   0.000000
      149         6  CLOAD201      0.000   0.000000
      152         6  CLOAD201      0.000   0.000000
      155         6  CLOAD201      0.000   0.000000
      158         6  CLOAD201      0.000   0.000000
      161         6  CLOAD201      0.000   0.000000
      164         6  CLOAD201      0.000   0.000000
      167         6  CLOAD201      0.000   0.000000
      170         6  CLOAD201      0.000   0.000000
      173         6  CLOAD201      0.000   0.000000
      176         6  CLOAD201      0.000   0.000000
      179         6  CLOAD201      0.000   0.000000
      182         6  CLOAD201      0.000   0.000000
      185         6  CLOAD201      0.000   0.000000
      188         6  CLOAD201      0.000   0.000000
      191         6  CLOAD201      0.000   0.000000
      194         6  CLOAD201      0.000   0.000000
      197         6  CLOAD201      0.000   0.000000
      200         6  CLOAD201      0.000   0.000000
      203         6  CLOAD201      0.000   0.000000
      206         6  CLOAD201      0.000   0.000000
      209         6  CLOAD201      0.000   0.000000
      212         6  CLOAD201      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
        0.062 MB WRITTEN ON ELEMENT MATRIX FILE: file0.emat
        0.062 MB WRITTEN ON ELEMENT SAVED DATA FILE: file0.esav
        0.062 MB WRITTEN ON ASSEMBLED MATRIX FILE: file0.full
        0.438 MB WRITTEN ON RESULTS FILE: file0.rst
 *************** Write FE CONNECTORS *********

 WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce                                                                                                                                                                                                                                                             
 ****************************************************
 *************** FINISHED SOLVE FOR LS 1 *************

 *GET  _WALLASOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  13.7338889    

 PRINTOUT RESUMED BY /GOP

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =         0.891



 *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 2019 R3          19.5     ***
 DISTRIBUTED ANSYS Academic Teaching Advanced                  

 00292481  VERSION=WINDOWS x64   13:44:02  MAY 03, 2021 CP=      0.891

 my_3d_Bc--Static Structural (A5)                                              



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

 *** NOTE ***                            CP =       0.891   TIME= 13:44:02
 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 Encoding of XML File to:ISO-8859-1

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

 DATABASE WRITTEN ON FILE  parm.xml                                                                                                                                                                                                                                                            

 EXIT THE ANSYS POST1 DATABASE PROCESSOR


 ***** ROUTINE COMPLETED *****  CP =         0.891



 PRINTOUT RESUMED BY /GOP

 *GET  _WALLDONE  FROM  ACTI  ITEM=TIME WALL  VALUE=  13.7338889    

 PARAMETER _PREPTIME =     0.000000000    

 PARAMETER _SOLVTIME =     1.000000000    

 PARAMETER _POSTTIME =     0.000000000    

 PARAMETER _TOTALTIM =     1.000000000    

 *GET  _DLBRATIO  FROM  ACTI  ITEM=SOLU DLBR  VALUE=  2.00448430    

 *GET  _COMBTIME  FROM  ACTI  ITEM=SOLU COMB  VALUE= 0.103723000E-01
 --- Number of total nodes = 256
 --- Number of total elements = 454
 --- Element load balance ratio = 2.0044843
 --- Time to combine distributed files = 1.03723E-02

 EXIT ANSYS WITHOUT SAVING DATABASE


 NUMBER OF WARNING MESSAGES ENCOUNTERED=        264
 NUMBER OF ERROR   MESSAGES ENCOUNTERED=          0

+--------- D I S T R I B U T E D   A N S Y S   S T A T I S T I C S ------------+

Release: 2019 R3            Build: 19.5       Update: UP20190805   Platform: WINDOWS x64 
Date Run: 05/03/2021   Time: 13:44     Process ID: 12204
Operating System: Windows 10  (Build: 17763)

Processor Model: AMD Ryzen 5 1500X Quad-Core Processor

Compiler: Intel(R) FORTRAN Compiler Version 17.0.6  (Build: 20171215)
          Intel(R) C/C++ Compiler Version 17.0.6  (Build: 20171215)
          Intel(R) Math Kernel Library Version 2017.0.3 Product Build 20170413

Number of machines requested            :    1
Total number of cores available         :    8
Number of physical cores available      :    4
Number of processes requested           :    2
Number of threads per process requested :    1
Total number of cores requested         :    2 (Distributed Memory Parallel)               
MPI Type: INTELMPI
MPI Version: Intel(R) MPI Library 2018 Update 3 for Windows* OS


GPU Acceleration: Not Requested

Job Name: file0
Input File: dummy.dat

  Core                Machine Name   Working Directory
 -----------------------------------------------------
     0   FME-V3U0BM8U219.fme.vutbr   C:\Users\201285_Abdul_moghni\Desktop\Train_Faze_4\_ProjectScratch\ScrFF9D
     1   FME-V3U0BM8U219.fme.vutbr   C:\Users\201285_Abdul_moghni\Desktop\Train_Faze_4\_ProjectScratch\ScrFF9D
 
Latency time from master to core     1 =    0.630 microseconds
 
Communication speed from master to core     1 =  5700.20 MB/sec

Total CPU time for main thread                    :        0.8 seconds
Total CPU time summed for all threads             :        1.1 seconds

Elapsed time spent pre-processing model (/PREP7)  :        0.2 seconds
Elapsed time spent solution - preprocessing       :        0.0 seconds
Elapsed time spent computing solution             :        0.1 seconds
Elapsed time spent solution - postprocessing      :        0.0 seconds
Elapsed time spent post-processing model (/POST1) :        0.0 seconds
 
Equation solver used                              :            Sparse (symmetric)
Equation solver computational rate                :        0.0 Gflops

Maximum total memory used                         :       86.0 MB
Maximum total memory allocated                    :     3136.0 MB
Total physical memory available                   :         16 GB

Total amount of I/O written to disk               :        0.0 GB
Total amount of I/O read from disk                :        0.0 GB

+------ E N D   D I S T R I B U T E D   A N S Y S   S T A T I S T I C S -------+


 *---------------------------------------------------------------------------*
 |                                                                           |
 |                       DISTRIBUTED ANSYS RUN COMPLETED                     |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 | Ansys 2019 R3               Build 19.5         UP20190805     WINDOWS x64 |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 | Database Requested(-db)  1024 MB    Scratch Memory Requested      1024 MB |
 | Maximum Database Used       1 MB    Maximum Scratch Memory Used     42 MB |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |        CP Time      (sec) =          1.141       Time  =  13:44:03        |
 |        Elapsed Time (sec) =          4.000       Date  =  05/03/2021      |
 |                                                                           |
 *---------------------------------------------------------------------------*
