the other files

1 files changed, 664 insertions, 0 deletions

diff --git a/simulations_V9/structural steel_files/dp0/SYS/MECH/solve.out b/simulations_V9/structural steel_files/dp0/SYS/MECH/solve.out
new file mode 100755
index 0000000..6b35370
--- /dev/null
+++ b/simulations_V9/structural steel_files/dp0/SYS/MECH/solve.out
@@ -0,0 +1,664 @@
+
+ Ansys Mechanical Enterprise Academic Student      
+
+
+ *------------------------------------------------------------------*
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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     |
+ |                                                                  |
+ *------------------------------------------------------------------*
+
+
+
+
+ ***************************************************************
+ *         ANSYS MAPDL 2024 R2          LEGAL NOTICES          *
+ ***************************************************************
+ *                                                             *
+ * Copyright 1971-2024 Ansys, Inc.  All rights reserved.       *
+ * Unauthorized use, distribution or duplication is            *
+ * prohibited.                                                 *
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+ * 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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+ * INCLUDE TRADE SECRETS AND CONFIDENTIAL AND PROPRIETARY      *
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+
+ 2024 R2 
+     
+ Point Releases and Patches installed:   
+     
+ Ansys Service Pack 2024 R2.23068672 
+ Discovery 2024 R2.23068672  
+ Core WB Files 2024 R2.23068672  
+ Ansys Dynamic Reporting 2024 R2.23068672
+ SpaceClaim 2024 R2.23068672 
+ CFX (includes CFD-Post) 2024 R2.23068672
+ Chemkin 2024 R2.23068672
+ EnSight 2024 R2.23068672
+ FENSAP-ICE 2024 R2.23068672 
+ Fluent (includes CFD-Post) 2024 R2.23068672 
+ Polyflow (includes CFD-Post) 2024 R2.23068672   
+ Forte (includes EnSight) 2024 R2.23068672   
+ TurboGrid 2024 R2.23068672  
+ ACIS Geometry Interface 2024 R2.23068672
+ AutoCAD Geometry Interface 2024 R2.23068672 
+ Catia, Version 4 Geometry Interface 2024 R2.23068672
+ Catia, Version 5 Geometry Interface 2024 R2.23068672
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+ Creo Elements/Direct Modeling Geometry Interface 2024 R2.23068672   
+ Creo Parametric Geometry Interface 2024 R2.23068672 
+ Inventor Geometry Interface 2024 R2.23068672
+ JTOpen Geometry Interface 2024 R2.23068672  
+ NX Geometry Interface 2024 R2.23068672  
+ Parasolid Geometry Interface  2024 R2.23068672  
+ Solid Edge Geometry Interface 2024 R2.23068672  
+ SOLIDWORKS Geometry Interface 2024 R2.23068672  
+ Speos 2024 R2.23068672  
+ Aqwa 2024 R2.23068672   
+ Autodyn 2024 R2.23068672
+ Material Calibration App 2024 R2.23068672   
+ Customization Files for User Programmable Features 2024 R2.23068672 
+ Mechanical Products 2024 R2.23068672
+ Motion 2024 R2.23068672 
+ Academic Student 2024 R2.23068672   
+
+
+          *****  MAPDL 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
+  INPUT FILE NAME              = C:\Users\Abel Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48\dummy.dat
+  OUTPUT FILE NAME             = C:\Users\Abel Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48\solve.out
+  START-UP FILE MODE           = NOREAD
+  STOP FILE MODE               = NOREAD
+
+ RELEASE= 2024 R2              BUILD= 24.2      UP20240513   VERSION=WINDOWS x64 
+ CURRENT JOBNAME=file0  19:24:14  FEB 02, 2025 CP=      0.125
+
+
+ PARAMETER _DS_PROGRESS =     999.0000000    
+
+ /INPUT FILE= ds.dat  LINE=       0
+
+
+
+ *** NOTE ***                            CP =       0.281   TIME= 19:24:15
+ The /CONFIG,NOELDB command is not valid in a distributed memory         
+ parallel solution.  Command is ignored.                                 
+
+ *GET  _WALLSTRT  FROM  ACTI  ITEM=TIME WALL  VALUE=  19.4041667    
+
+ TITLE= 
+ structural steel--Static Structural (B5)                                      
+
+  ACT Extensions:
+      LSDYNA, 2024.2
+      5f463412-bd3e-484b-87e7-cbc0a665e474, wbex
+ /COM,     ANSYSMotion, 2024.2
+      20180725-3f81-49eb-9f31-41364844c769, wbex
+  
+
+ SET PARAMETER DIMENSIONS ON  _WB_PROJECTSCRATCH_DIR
+  TYPE=STRI  DIMENSIONS=      248        1        1
+
+ PARAMETER _WB_PROJECTSCRATCH_DIR(1) = C:\Users\Abel Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48\
+
+ SET PARAMETER DIMENSIONS ON  _WB_SOLVERFILES_DIR
+  TYPE=STRI  DIMENSIONS=      248        1        1
+
+ PARAMETER _WB_SOLVERFILES_DIR(1) = C:\Users\Abel Tim\Documents\pws\simulations_V9\structural steel_files\dp0\SYS\MECH\
+
+ SET PARAMETER DIMENSIONS ON  _WB_USERFILES_DIR
+  TYPE=STRI  DIMENSIONS=      248        1        1
+
+ PARAMETER _WB_USERFILES_DIR(1) = C:\Users\Abel Tim\Documents\pws\simulations_V9\structural steel_files\user_files\
+ --- Data in consistent MKS units. See Solving Units in the help system for more
+
+ MKS UNITS SPECIFIED FOR INTERNAL    
+  LENGTH        (l)  = METER (M)
+  MASS          (M)  = KILOGRAM (KG)
+  TIME          (t)  = SECOND (SEC)
+  TEMPERATURE   (T)  = CELSIUS (C)
+  TOFFSET            = 273.0
+  CHARGE        (Q)  = COULOMB
+  FORCE         (f)  = NEWTON (N) (KG-M/SEC2)
+  HEAT               = JOULE (N-M)
+
+  PRESSURE           = PASCAL (NEWTON/M**2)
+  ENERGY        (W)  = JOULE (N-M)
+  POWER         (P)  = WATT (N-M/SEC)
+  CURRENT       (i)  = AMPERE (COULOMBS/SEC)
+  CAPACITANCE   (C)  = FARAD
+  INDUCTANCE    (L)  = HENRY
+  MAGNETIC FLUX      = WEBER
+  RESISTANCE    (R)  = OHM
+  ELECTRIC POTENTIAL = VOLT
+
+ INPUT  UNITS ARE ALSO SET TO MKS 
+
+ *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE 2024 R2          24.2     ***
+ Ansys Mechanical Enterprise Academic Student      
+ 01055371  VERSION=WINDOWS x64   19:24:15  FEB 02, 2025 CP=      0.312
+
+ structural steel--Static Structural (B5)                                      
+
+
+
+          ***** MAPDL ANALYSIS DEFINITION (PREP7) *****
+ *********** Nodes for the whole assembly ***********
+ *********** Elements for Body 1 'cam\Solid' ***********
+ *********** Send User Defined Coordinate System(s) ***********
+ *********** Set Reference Temperature ***********
+ *********** Send Materials ***********
+ *********** Fixed Supports ***********
+ *********** Define Force Using Surface Effect Elements ***********
+
+
+ ***** ROUTINE COMPLETED *****  CP =         0.344
+
+
+ --- Number of total nodes = 2829
+ --- Number of contact elements = 10
+ --- Number of spring elements = 0
+ --- Number of bearing elements = 0
+ --- Number of solid elements = 1540
+ --- Number of condensed parts = 0
+ --- Number of total elements = 1550
+
+ *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  19.4041667    
+ ****************************************************************************
+ *************************    SOLUTION       ********************************
+ ****************************************************************************
+
+ *****  MAPDL SOLUTION ROUTINE  *****
+
+
+ PERFORM A STATIC ANALYSIS
+  THIS WILL BE A NEW ANALYSIS
+
+ PARAMETER _THICKRATIO =     1.000000000    
+
+ USE PRECONDITIONED CONJUGATE GRADIENT SOLVER
+  CONVERGENCE TOLERANCE = 1.00000E-08
+  MAXIMUM ITERATION     = NumNode*DofPerNode*  1.0000    
+
+ CONTACT INFORMATION PRINTOUT LEVEL       1
+
+ CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
+      AND LIST DETAILED CONTACT PAIR INFORMATION
+
+ SPLIT CONTACT SURFACES AT SOLVE PHASE
+
+    NUMBER OF SPLITTING TBD BY PROGRAM
+
+ 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=TYPE COMPONENT=    
+  IN RANGE         2 TO          2 STEP          1
+
+         10  ELEMENTS (OF       1550  DEFINED) SELECTED BY  ESEL  COMMAND.
+
+ SELECT      ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
+
+         33 NODES (OF       2829  DEFINED) SELECTED FROM
+       10 SELECTED ELEMENTS BY NSLE COMMAND.
+
+ SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
+     VALUES =     28.173         28.173         28.173         28.173    
+
+ SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  2   KVAL = 1
+     VALUES =    0.52809E+09    0.52809E+09    0.52809E+09    0.52809E+09
+
+ SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  3   KVAL = 1
+     VALUES =     0.0000         0.0000         0.0000         0.0000    
+
+ ALL SELECT   FOR ITEM=NODE COMPONENT=    
+  IN RANGE         1 TO       2829 STEP          1
+
+       2829  NODES (OF       2829  DEFINED) SELECTED BY NSEL  COMMAND.
+
+ ALL SELECT   FOR ITEM=ELEM COMPONENT=    
+  IN RANGE         1 TO       2276 STEP          1
+
+       1550  ELEMENTS (OF       1550  DEFINED) SELECTED BY  ESEL  COMMAND.
+
+ 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
+
+ *GET  ANSINTER_  FROM  ACTI  ITEM=INT        VALUE=  0.00000000    
+
+ *IF  ANSINTER_  ( =   0.00000     )  NE  
+      0  ( =   0.00000     )  THEN    
+
+ *ENDIF
+
+ *** NOTE ***                            CP =       0.500   TIME= 19:24:15
+ The automatic domain decomposition logic has selected the MESH domain   
+ decomposition method with 2 processes per solution.                     
+
+ *****  MAPDL SOLVE    COMMAND  *****
+
+ *** WARNING ***                         CP =       0.516   TIME= 19:24:15
+ Element shape checking is currently inactive.  Issue SHPP,ON or         
+ SHPP,WARN to reactivate, if desired.                                    
+
+ *** NOTE ***                            CP =       0.516   TIME= 19:24:15
+ The model data was checked and warning messages were found.             
+  Please review output or errors file ( C:\Users\Abel                    
+ Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48\file0.err )    
+ for these warning messages.                                             
+
+ *** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS ***
+      --- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS ---
+
+ ELEMENT TYPE         1 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
+ HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.
+
+
+
+ *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE 2024 R2          24.2     ***
+ Ansys Mechanical Enterprise Academic Student      
+ 01055371  VERSION=WINDOWS x64   19:24:15  FEB 02, 2025 CP=      0.516
+
+ structural steel--Static Structural (B5)                                      
+
+
+
+                       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  
+   ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)
+   OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . .  273.15    
+   EQUATION SOLVER OPTION. . . . . . . . . . . . .PCG                
+      TOLERANCE. . . . . . . . . . . . . . . . . . 1.00000E-08
+   GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC  
+
+ *** WARNING ***                         CP =       0.516   TIME= 19:24:15
+ Material number 2 (used by element 2267) 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 =       0.516   TIME= 19:24:15
+ The step data was checked and warning messages were found.              
+  Please review output or errors file ( C:\Users\Abel                    
+ Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48\file0.err )    
+ for these warning messages.                                             
+
+ *** NOTE ***                            CP =       0.516   TIME= 19:24:15
+ The conditions for direct assembly have been met.  No .emat or .erot    
+ files will be produced.                                                 
+
+  
+  
+     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: 1550
+  ...Number of nodes:    2829
+  ...Decompose to 2 CPU domains
+  ...Element load balance ratio =     1.006
+
+
+                      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               
+
+
+ SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr                                                                                                                                                                                                                                                           
+
+
+ *** NOTE ***                            CP =       0.609   TIME= 19:24:15
+ The PCG solver has automatically set the level of difficulty for this   
+ model to 2.                                                             
+
+
+                         ***********  PRECISE MASS SUMMARY  ***********
+
+   TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
+               Translational mass               |   Coupled translational/rotational mass
+        0.51768E-01    0.0000        0.0000     |     0.0000      -0.39204E-06  -0.10536E-02
+         0.0000       0.51768E-01    0.0000     |    0.39204E-06    0.0000      -0.32665E-03
+         0.0000        0.0000       0.51768E-01 |    0.10536E-02   0.32665E-03    0.0000    
+     ------------------------------------------ | ------------------------------------------
+                                                |         Rotational mass (inertia)
+                                                |    0.30371E-04   0.66513E-05  -0.24633E-08
+                                                |    0.66513E-05   0.47850E-05   0.72554E-08
+                                                |   -0.24633E-08   0.72554E-08   0.34093E-04
+
+   TOTAL MASS = 0.51768E-01
+     The mass principal axes coincide with the global Cartesian axes
+
+   CENTER OF MASS (X,Y,Z)=  -0.63100E-02   0.20353E-01  -0.75730E-05
+
+   TOTAL INERTIA ABOUT CENTER OF MASS
+        0.89267E-05   0.29173E-08   0.10402E-10
+        0.29173E-08   0.27238E-05  -0.72374E-09
+        0.10402E-10  -0.72374E-09   0.10587E-04
+     The inertia principal axes coincide with the global Cartesian axes
+
+
+  *** MASS SUMMARY BY ELEMENT TYPE ***
+
+  TYPE      MASS
+     1  0.517676E-01
+
+ Range of element maximum matrix coefficients in global coordinates
+ Maximum = 1.913788161E+09 at element 329.                               
+ Minimum = 82120380.5 at element 1026.                                   
+
+   *** ELEMENT MATRIX FORMULATION TIMES
+     TYPE    NUMBER   ENAME      TOTAL CP  AVE CP
+
+        1      1540  SOLID187      0.172   0.000112
+        2        10  SURF154       0.000   0.000000
+ Time at end of element matrix formulation CP = 0.75.                    
+ Iteration=    10 Ratio=  7.027552E-02 Limit=  1.000000E-08 Wall=     0.0
+ Iteration=    30 Ratio=  7.083987E-04 Limit=  1.000000E-08 Wall=     0.0
+ Iteration=    55 Ratio=  2.090646E-06 Limit=  1.000000E-08 Wall=     0.1
+
+ DISTRIBUTED PCG SOLVER SOLUTION CONVERGED
+
+ DISTRIBUTED PCG SOLVER SOLUTION STATISTICS
+
+   NUMBER OF ITERATIONS=          77
+   NUMBER OF EQUATIONS =        8487
+   LEVEL OF CONVERGENCE=           1
+   CALCULATED NORM     = 0.72721E-08
+   SPECIFIED TOLERANCE = 0.10000E-07
+   TOTAL CPU TIME (sec)=        0.08
+   TOTAL WALL TIME(sec)=        0.15
+   TOTAL MEMORY (GB)   =        0.00
+
+
+   *** ELEMENT RESULT CALCULATION TIMES
+     TYPE    NUMBER   ENAME      TOTAL CP  AVE CP
+
+        1      1540  SOLID187      0.094   0.000061
+        2        10  SURF154       0.000   0.000000
+
+   *** NODAL LOAD CALCULATION TIMES
+     TYPE    NUMBER   ENAME      TOTAL CP  AVE CP
+
+        1      1540  SOLID187      0.000   0.000000
+        2        10  SURF154       0.000   0.000000
+ *** LOAD STEP     1   SUBSTEP     1  COMPLETED.    CUM ITER =      1
+ *** TIME =   1.00000         TIME INC =   1.00000      NEW TRIANG MATRIX
+
+
+ *** MAPDL BINARY FILE STATISTICS
+  BUFFER SIZE USED= 16384
+        0.812 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=  19.4041667    
+
+ PRINTOUT RESUMED BY /GOP
+
+ *GET  _PCGITER  FROM  ACTI  ITEM=SOLU CGIT  VALUE=  77.0000000    
+
+ FINISH SOLUTION PROCESSING
+
+
+ ***** ROUTINE COMPLETED *****  CP =         1.000
+
+
+
+ *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE 2024 R2          24.2     ***
+ Ansys Mechanical Enterprise Academic Student      
+ 01055371  VERSION=WINDOWS x64   19:24:15  FEB 02, 2025 CP=      1.000
+
+ structural steel--Static Structural (B5)                                      
+
+
+
+          ***** MAPDL RESULTS INTERPRETATION (POST1) *****
+
+ *** NOTE ***                            CP =       1.000   TIME= 19:24:15
+ Reading results into the database (SET command) will update the current 
+ displacement and force boundary conditions in the database with the     
+ values from the results file for that load set.  Note that any          
+ subsequent solutions will use these values unless action is taken to    
+ either SAVE the current values or not overwrite them (/EXIT,NOSAVE).    
+
+ Set Encoding of XML File to:ISO-8859-1
+
+ Set Output of XML File to:
+     PARM,     ,     ,     ,     ,     ,     ,     ,     ,     ,     ,     ,
+         ,     ,     ,     ,     ,     ,     ,
+
+ DATABASE WRITTEN ON FILE  parm.xml                                                                                                                                                                                                                                                            
+
+ EXIT THE MAPDL POST1 DATABASE PROCESSOR
+
+
+ ***** ROUTINE COMPLETED *****  CP =         1.000
+
+
+
+ PRINTOUT RESUMED BY /GOP
+
+ *GET  _WALLDONE  FROM  ACTI  ITEM=TIME WALL  VALUE=  19.4041667    
+
+ PARAMETER _PREPTIME =     0.000000000    
+
+ PARAMETER _SOLVTIME =     0.000000000    
+
+ PARAMETER _POSTTIME =     0.000000000    
+
+ PARAMETER _TOTALTIM =     0.000000000    
+
+ *GET  _DLBRATIO  FROM  ACTI  ITEM=SOLU DLBR  VALUE=  1.00645161    
+
+ *GET  _COMBTIME  FROM  ACTI  ITEM=SOLU COMB  VALUE= 0.167003000E-01
+
+ *GET  _SSMODE   FROM  ACTI  ITEM=SOLU SSMM  VALUE=  0.00000000    
+
+ *GET  _NDOFS    FROM  ACTI  ITEM=SOLU NDOF  VALUE=  7911.00000    
+
+ *GET  _SOL_END_TIME  FROM  ACTI  ITEM=SET  TIME  VALUE=  1.00000000    
+
+ *IF  _sol_end_time  ( =   1.00000     )  EQ  
+      1.000000  ( =   1.00000     )  THEN    
+
+ /FCLEAN COMMAND REMOVING ALL LOCAL FILES
+
+ *ENDIF
+ --- Total number of nodes = 2829
+ --- Total number of elements = 1550
+ --- Element load balance ratio = 1.00645161
+ --- Time to combine distributed files = 1.67003E-02
+ --- Sparse memory mode = 0
+ --- Number of DOF = 7911
+
+ EXIT MAPDL WITHOUT SAVING DATABASE
+
+
+ NUMBER OF WARNING MESSAGES ENCOUNTERED=          2
+ NUMBER OF ERROR   MESSAGES ENCOUNTERED=          0
+
++--------------------- M A P D L   S T A T I S T I C S ------------------------+
+
+Release: 2024 R2            Build: 24.2       Update: UP20240513   Platform: WINDOWS x64 
+Date Run: 02/02/2025   Time: 19:24     Process ID: 18388
+Operating System: Windows 10  (Build: 19045)
+
+Processor Model: AMD Ryzen 3 3100 4-Core Processor
+
+Compiler: Intel(R) Fortran Compiler Classic Version 2021.9  (Build: 20230302)
+          Intel(R) C/C++ Compiler Classic Version 2021.9  (Build: 20230302)
+          AOCL-BLAS 4.2.1 Build 20240304
+
+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 2021.11 for Windows* OS
+
+
+GPU Acceleration: Not Requested
+
+Job Name: file0
+Input File: dummy.dat
+
+  Core                Machine Name   Working Directory
+ -----------------------------------------------------
+     0             DESKTOP-FJVEEFD   C:\Users\Abel Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48
+     1             DESKTOP-FJVEEFD   C:\Users\Abel Tim\Documents\pws\simulations_V9\_ProjectScratch\ScrAA48
+ 
+Latency time from master to core     1 =    2.883 microseconds
+ 
+Communication speed from master to core     1 =  3261.94 MB/sec
+
+Total CPU time for main thread                    :        1.1 seconds
+Total CPU time summed for all threads             :        1.3 seconds
+
+Elapsed time spent obtaining a license            :        0.5 seconds
+Elapsed time spent pre-processing model (/PREP7)  :        0.0 seconds
+Elapsed time spent solution - preprocessing       :        0.1 seconds
+Elapsed time spent computing solution             :        0.3 seconds
+Elapsed time spent solution - postprocessing      :        0.0 seconds
+Elapsed time spent post-processing model (/POST1) :        0.0 seconds
+ 
+Equation solver used                              :            PCG (symmetric)
+Equation solver computational rate                :        4.0 Gflops
+
+Sum of disk space used on all processes           :        5.1 MB
+
+Sum of memory used on all processes               :       97.0 MB
+Sum of memory allocated on all processes          :     2496.0 MB
+Physical memory available                         :         32 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   M A P D L   S T A T I S T I C S -------------------+
+
+
+ *-----------------------------------------------------------------------------*
+ |                                                                             |
+ |                               RUN COMPLETED                                 |
+ |                                                                             |
+ |-----------------------------------------------------------------------------|
+ |                                                                             |
+ |  Ansys MAPDL 2024 R2         Build 24.2         UP20240513    WINDOWS x64   |
+ |                                                                             |
+ |-----------------------------------------------------------------------------|
+ |                                                                             |
+ |  Database Requested(-db)     1024 MB     Scratch Memory Requested   1024 MB |
+ |  Max Database Used(Master)      3 MB     Max Scratch Used(Master)     47 MB |
+ |  Max Database Used(Workers)     1 MB     Max Scratch Used(Workers)    46 MB |
+ |  Sum Database Used(All)         4 MB     Sum Scratch Used(All)        93 MB |
+ |                                                                             |
+ |-----------------------------------------------------------------------------|
+ |                                                                             |
+ |        CP Time      (sec) =          1.297       Time  =  19:24:17          |
+ |        Elapsed Time (sec) =          4.000       Date  =  02/02/2025        |
+ |                                                                             |
+ *-----------------------------------------------------------------------------*