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Merged
germa89 merged 9 commits into from
Aug 1, 2025
Merged

feat: (PR 4122) adding OSRESULT command to the misc loads #4131

germa89 merged 9 commits into from
Aug 1, 2025

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@pyansys-ci-bot pyansys-ci-bot commented Jul 30, 2025

This PR is a mirror pull request created from feat: adding OSRESULT command to the misc loads to allow the code to access PyMAPDL CICD secrets.

Check the original PR made by @mbbatukan for more details.

Closes #4122

Original pull request

feat: adding OSRESULT command to the misc loads

Description

The OSRESULT command has been added to the misc loads module to support additional result data.

Please refer to: https://ansyshelp.ansys.com/public/account/secured?returnurl=/Views/Secured/corp/v242/en/ans_cmd/Hlp_C_OSRESULT.html

Summary by Sourcery

New Features:

  • Introduce osresult method to wrap the OSRESULT APDL command for controlling selected result data output to the database

@pyansys-ci-bot pyansys-ci-bot requested a review from a team as a code owner July 30, 2025 08:24
@pyansys-ci-bot pyansys-ci-bot mentioned this pull request Jul 30, 2025
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@germa89 germa89 changed the title migrated (PR 4122): feat: adding OSRESULT command to the misc loads feat (PR 4122): feat: adding OSRESULT command to the misc loads Jul 30, 2025
@germa89 germa89 changed the title feat (PR 4122): feat: adding OSRESULT command to the misc loads feat (PR 4122): adding OSRESULT command to the misc loads Jul 30, 2025
@github-actions github-actions bot added the new feature Request or proposal for a new feature label Jul 30, 2025
@germa89 germa89 changed the title feat (PR 4122): adding OSRESULT command to the misc loads feat: (PR 4122) adding OSRESULT command to the misc loads Jul 30, 2025
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Codecov Report

✅ All modified and coverable lines are covered by tests.
✅ Project coverage is 91.31%. Comparing base (db31b73) to head (97d3055).
⚠️ Report is 4 commits behind head on main.

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@@            Coverage Diff             @@
##             main    #4131      +/-   ##
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- Coverage   91.35%   91.31%   -0.04%     
==========================================
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- Misses       1353     1361       +8
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germa89 commented Jul 30, 2025

Possible bug on OSRESULT command:

/CLE,NOSTART
/PREP7
ET,1,SOLID5,,,,,,,
BLOCK,0,10,0,20,0,30
ESIZE,10,
VMESH,ALL,,
/UNITS,SI,,,,,,,,
MP,EX,1,210000000000.0,,,,
MP,DENS,1,7800,,,,
MP,PRXY,1,0.3,,,,
NSEL,S,LOC,Z,0,,,
D,ALL,UX,,,,,,,,,
D,ALL,UY,,,,,,,,,
D,ALL,UZ,,,,,,,,,
NSEL,S,LOC,Z,30,,,
F,ALL,FX,1000,,,
/SOLU
ALLSEL,,
ANTYPE,STATIC,,,,
SOLVE,
FINISH
/POST1
SET,1,1,,,,,,
PRESOL,S,Y
/SOLU
OUTRES,ALL,NONE,,,
OSRESULT,ERASE,,,
OSRESULT,S,Y,ALL,
OSRESULT,S,EQV,ALL,
OSRESULT,STATUS,,,
/POST1
SET,1,1,,,,,,
PRESOL,S,Y
PRESOL,SRES,Y

But I get:

 *** WARNING ***                         CP =       4.745   TIME= 15:20:49
 The requested SRES data is not available.  The PRESOL command is        
 ignored.
Details

Output


 Ansys Mechanical Enterprise                       


 *------------------------------------------------------------------*
 |                                                                  |
 |   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                  LEGAL NOTICES          *
 ***************************************************************
 *                                                             *
 * Copyright 1971-2025 Ansys, Inc.  All rights reserved.       *
 * Unauthorized use, distribution or duplication is            *
 * prohibited.                                                 *
 *                                                             *
 * 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.    *
 * The software products and documentation are furnished by    *
 * Ansys, Inc. or its subsidiaries under a software license    *
 * agreement that contains provisions concerning               *
 * non-disclosure, copying, length and nature of use,          *
 * compliance with exporting laws, warranties, disclaimers,    *
 * limitations of liability, and remedies, and other           *
 * provisions.  The software products and documentation may be *
 * used, disclosed, transferred, or copied only in accordance  *
 * with the terms and conditions of that software license      *
 * agreement.                                                  *
 *                                                             *
 * Ansys, Inc. is a UL registered                              *
 * ISO 9001:2015 company.                                      *
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 ***************************************************************
 *                                                             *
 * This product is subject to U.S. laws governing export and   *
 * re-export.                                                  *
 *                                                             *
 * For U.S. Government users, except as specifically granted   *
 * by the Ansys, Inc. software license agreement, the use,     *
 * duplication, or disclosure by the United States Government  *
 * is subject to restrictions stated in the Ansys, Inc.        *
 * software license agreement and FAR 12.212 (for non-DOD      *
 * licenses).                                                  *
 *                                                             *
 ***************************************************************



          *****  MAPDL COMMAND LINE ARGUMENTS  *****
  BATCH MODE REQUESTED (-b)    = LIST
  INPUT FILE COPY MODE (-c)    = COPY
  MPI OPTION                   = OPENMPI 
  INPUT FILE NAME              = /local/simulation/apdl.log
  OUTPUT FILE NAME             = /local/simulation/out.out

 RELEASE=                      BUILD= 25.2BETA  UP20250415   VERSION=LINUX x64   
 CURRENT JOBNAME=file0  15:20:45  JUL 30, 2025 CP=      0.542

     1  /CLE,NOSTART
     2  /PREP7  
     3  ET,1,SOLID5,,,,,,,  
     4  BLOCK,0,10,0,20,0,30
     5  ESIZE,10,   
     6  VMESH,ALL,, 
     7  /UNITS,SI,,,,,,,,   
     8  MP,EX,1,210000000000.0,,,,  
     9  MP,DENS,1,7800,,,,  
    10  MP,PRXY,1,0.3,,,,   
    11  NSEL,S,LOC,Z,0,,,   
    12  D,ALL,UX,,,,,,,,,   
    13  D,ALL,UY,,,,,,,,,   
    14  D,ALL,UZ,,,,,,,,,   
    15  NSEL,S,LOC,Z,30,,,  
    16  F,ALL,FX,1000,,,
    17  /SOLU   
    18  ALLSEL,,
    19  ANTYPE,STATIC,,,,   
    20  SOLVE,  
    21  FINISH  
    22  /POST1  
    23  SET,1,1,,,,,,   
    24  PRESOL,S,Y  
    25  /SOLU   
    26  OUTRES,ALL,NONE,,,  
    27  OSRESULT,ERASE,,,   
    28  OSRESULT,S,Y,ALL,   
    29  OSRESULT,S,EQV,ALL, 
    30  OSRESULT,STATUS,,,  
    31  /POST1  
    32  SET,1,1,,,,,,   
    33  PRESOL,S,Y  
    34  PRESOL,SRES,Y   

 RUN SETUP PROCEDURE FROM FILE= /ansys_inc/v252/ansys/apdl/start.ans

 /INPUT FILE= /ansys_inc/v252/ansys/apdl/start.ans  LINE=       0

 CLEAR MAPDL DATABASE AND RESTART

 Ansys Mechanical Enterprise                       

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:47  JUL 30, 2025 CP=      1.989

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **

          ***** MAPDL ANALYSIS DEFINITION (PREP7) *****

 ELEMENT TYPE          1 IS SOLID5       3-D COUPLED-FIELD SOLID     
  KEYOPT( 1- 6)=        0      0      0        0      0      0
  KEYOPT( 7-12)=        0      0      0        0      0      0
  KEYOPT(13-18)=        0      0      0        0      0      0

 CURRENT NODAL DOF SET IS  UX    UY    UZ    TEMP  VOLT  MAG 
  THREE-DIMENSIONAL MODEL

 CREATE A HEXAHEDRAL VOLUME WITH
 X-DISTANCES FROM      0.000000000     TO      10.00000000    
 Y-DISTANCES FROM      0.000000000     TO      20.00000000    
 Z-DISTANCES FROM      0.000000000     TO      30.00000000    

      OUTPUT VOLUME =     1

 DEFAULT ELEMENT DIVISIONS PER LINE BASED ON ELEMENT SIZE =   10.0    

 GENERATE NODES AND ELEMENTS   IN  ALL  SELECTED VOLUMES  

 NUMBER OF VOLUMES MESHED   =         1
 MAXIMUM NODE NUMBER        =        24
 MAXIMUM ELEMENT NUMBER     =         6

 SI UNITS SPECIFIED FOR INTERNAL    
  LENGTH        (l)  = METER (M)
  MASS          (M)  = KILOGRAM (KG)
  TIME          (t)  = SECOND (SEC)
  TEMPERATURE   (T)  = KELVIN (K)
  TOFFSET            = 0.0 KELVIN
  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 SI  

 MATERIAL          1     EX   =  0.2100000E+12  

 MATERIAL          1     DENS =   7800.000      

 MATERIAL          1     PRXY =  0.3000000      

 SELECT       FOR ITEM=LOC  COMPONENT=Z     BETWEEN  0.0000     AND   0.0000    
   KABS=  0.  TOLERANCE= 0.100000E-05

          6  NODES (OF         24  DEFINED) SELECTED BY  NSEL  COMMAND.

 SPECIFIED CONSTRAINT UX   FOR SELECTED NODES            1 TO          24 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UY   FOR SELECTED NODES            1 TO          24 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UZ   FOR SELECTED NODES            1 TO          24 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SELECT       FOR ITEM=LOC  COMPONENT=Z     BETWEEN  30.000     AND   30.000    
   KABS=  0.  TOLERANCE= 0.150000    

          6  NODES (OF         24  DEFINED) SELECTED BY  NSEL  COMMAND.

 SPECIFIED NODAL LOAD FX   FOR SELECTED NODES         1 TO       24 BY        1
  REAL=  1000.00000       IMAG=  0.00000000    


 ***** ROUTINE COMPLETED *****  CP =         2.648



 *****  MAPDL SOLUTION ROUTINE  *****

 SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW


 PERFORM A STATIC ANALYSIS
  THIS WILL BE A NEW ANALYSIS

 *** NOTE ***                            CP =       2.763   TIME= 15:20:47
 The automatic domain decomposition logic has selected the MESH domain   
 decomposition method with 4 processes per solution.                     

 *****  MAPDL SOLVE    COMMAND  *****

 *** NOTE ***                            CP =       2.845   TIME= 15:20:47
 There is no title defined for this analysis.                            

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:47  JUL 30, 2025 CP=      2.944

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **

                       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   TEMP VOLT MAG 
   ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)
   ELECTRO-MAGNETIC UNITS. . . . . . . . . . . . .MKS          
      MUZERO . . . . . . . . . . . . . . . . . . . 0.12566E-05
   NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN   
   GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC  

 *** WARNING ***                         CP =       2.994   TIME= 15:20:47
 Element 1 (SOLID5) references undefined MURX or BH table for material   
 1.                                                                      

 *** WARNING ***                         CP =       2.995   TIME= 15:20:47
 Element 1 (SOLID5) references undefined KXX for material 1.             

 *** WARNING ***                         CP =       2.995   TIME= 15:20:47
 Element 1 (SOLID5) references undefined RSVX or PERX for material 1.    

 *** NOTE ***                            CP =       3.018   TIME= 15:20:47
 Present time 0 is less than or equal to the previous time.  Time will   
 default to 1.                                                           

 *** NOTE ***                            CP =       3.044   TIME= 15:20:47
 The step data was checked and warning messages were found.              
  Please review output or errors file ( /local/simulation/file0.err )    
 for these warning messages.                                             

 *** NOTE ***                            CP =       3.056   TIME= 15:20:47
 The Solution Control Option is only valid for single field structural,  
 single field thermal, single field diffusion, coupled                   
 thermal-diffusion analyses and coupled-field analyses with structural   
 degrees of freedom.  The SOLCONTROL,ON command (if present) has been    
 de-activated.                                                           

 *** NOTE ***                            CP =       3.058   TIME= 15:20:47
 This nonlinear analysis defaults to using the full Newton-Raphson       
 solution procedure.  This can be modified using the NROPT command.      

  
  
     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: 6
  ...Number of nodes:    24
  ...Decompose to 4 CPU domains
  ...Element load balance ratio =     2.000


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

   LOAD STEP NUMBER. . . . . . . . . . . . . . . .     1
   TIME AT END OF THE LOAD STEP. . . . . . . . . .  1.0000    
   NUMBER OF SUBSTEPS. . . . . . . . . . . . . . .     1
   MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . .    25
   STEP CHANGE BOUNDARY CONDITIONS . . . . . . . .    NO
   SCALAR MAGNETIC SOLUTION SEQUENCE . . . . . . .  0
   TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT)  
   CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
   PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
   DATABASE OUTPUT CONTROLS. . . . . . . . . . . .ALL DATA WRITTEN
                                                  FOR THE LAST SUBSTEP




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

   TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
               Translational mass               |   Coupled translational/rotational mass
        0.46800E+08    0.0000        0.0000     |     0.0000       0.70200E+09  -0.46800E+09
         0.0000       0.46800E+08    0.0000     |   -0.70200E+09    0.0000       0.23400E+09
         0.0000        0.0000       0.46800E+08 |    0.46800E+09  -0.23400E+09    0.0000    
     ------------------------------------------ | ------------------------------------------
                                                |         Rotational mass (inertia)
                                                |    0.20280E+11  -0.23400E+10  -0.35100E+10
                                                |   -0.23400E+10   0.15600E+11  -0.70200E+10
                                                |   -0.35100E+10  -0.70200E+10   0.78000E+10

   TOTAL MASS = 0.46800E+08
     The mass principal axes coincide with the global Cartesian axes

   CENTER OF MASS (X,Y,Z)=    5.0000        10.000        15.000    

   TOTAL INERTIA ABOUT CENTER OF MASS
        0.50700E+10    0.0000       0.95367E-06
         0.0000       0.39000E+10   0.95367E-06
        0.95367E-06   0.95367E-06   0.19500E+10
     The inertia principal axes coincide with the global Cartesian axes


  *** MASS SUMMARY BY ELEMENT TYPE ***

  TYPE      MASS
     1  0.468000E+08

 Range of element maximum matrix coefficients in global coordinates
 Maximum = 4.383012821E+11 at element 4.                                 
 Minimum = 4.383012821E+11 at element 6.                                 

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

        1         6  SOLID5        0.170   0.028293
 Time at end of element matrix formulation CP = 3.86150408.              

 ALL CURRENT MAPDL DATA WRITTEN TO FILE NAME= file.rdb
  FOR POSSIBLE RESUME FROM THIS POINT
     FORCE CONVERGENCE VALUE  =   2449.      CRITERION=   2.449    
     HT FLOW CONVERGENCE VALUE=   0.000      CRITERION=  0.1000E-08
     CURRENT CONVERGENCE VALUE=   0.000      CRITERION=   0.000    
     MAG FLX CONVERGENCE VALUE=   0.000      CRITERION=   0.000    

 DISTRIBUTED SPARSE MATRIX DIRECT SOLVER.
  Number of equations =          54,    Maximum wavefront =     84


  Memory allocated on only this MPI rank (rank     0)
  -------------------------------------------------------------------
  Equation solver memory allocated                     =     0.277 MB
  Equation solver memory required for in-core mode     =     0.264 MB
  Equation solver memory required for out-of-core mode =     0.264 MB
  Total (solver and non-solver) memory allocated       =   547.757 MB


  Total memory summed across all MPI ranks on this machines
  -------------------------------------------------------------------
  Equation solver memory allocated                     =     1.081 MB
  Equation solver memory required for in-core mode     =     1.031 MB
  Equation solver memory required for out-of-core mode =     1.016 MB
  Total (solver and non-solver) memory allocated       =  1338.866 MB

 *** NOTE ***                            CP =       4.170   TIME= 15:20:48
 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.                                                                   
 Distributed sparse solver maximum pivot= 1.636055789E+12 at node 22 UZ. 
 Distributed sparse solver minimum pivot= 1.889722281E+11 at node 23 UX. 
 Distributed sparse solver minimum pivot in absolute value=              
 1.889722281E+11 at node 23 UX.                                          
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1549E-06
     FORCE CONVERGENCE VALUE  =  0.1911E-09  CRITERION=   16.16     <<< CONVERGED
     HT FLOW CONVERGENCE VALUE=   0.000      CRITERION=  0.1000E-08 <<< CONVERGED

 *** WARNING ***                         CP =       4.360   TIME= 15:20:48
 A reference heat flow value times the tolerance is used by the          
 Newton-Raphson method for checking convergence.  The calculated         
 reference HT FLOW CONVERGENCE VALUE= 0 is less than a threshold.  This  
 threshold defaults to 1.0e-6 or is specified as MINREF on the CNVTOL    
 command.  Check results carefully.                                      
     CURRENT CONVERGENCE VALUE=   0.000      CRITERION=   0.000     <<< CONVERGED
     MAG FLX CONVERGENCE VALUE=   0.000      CRITERION=   0.000     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   1

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

        1         6  SOLID5        0.039   0.006466

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

        1         6  SOLID5        0.029   0.004838
 *** LOAD STEP     1   SUBSTEP     1  COMPLETED.    CUM ITER =      1
 *** TIME =   1.00000         TIME INC =   1.00000    


 *** MAPDL 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
        0.312 MB WRITTEN ON RESULTS FILE: file0.rst

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =         4.483



 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.489

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **

          ***** MAPDL RESULTS INTERPRETATION (POST1) *****

 *** NOTE ***                            CP =       4.496   TIME= 15:20:49
 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).    


 USE LOAD STEP     1  SUBSTEP     1  FOR LOAD CASE 0 

 SET COMMAND GOT LOAD STEP=     1  SUBSTEP=     1  CUMULATIVE ITERATION=     1
   TIME/FREQUENCY=  1.0000    
 TITLE=                                                                         

 PRINT S    ELEMENT SOLUTION PER ELEMENT

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.655

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **
 
 ***** POST1 ELEMENT NODAL STRESS LISTING *****                                
 
  LOAD STEP=     1  SUBSTEP=     1                                             
   TIME=    1.0000      LOAD CASE=   0                                         
 
  THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES                         
 
  
  ELEMENT=       1        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
       2   27.107       151.17       476.81       18.222       36.445       14.548     
       5  -27.107      -151.17      -476.81       18.222      -36.445       14.548     
       6  -27.560      -151.63      -477.86      -18.222      0.16312E-010  45.452     
       3   27.560       151.63       477.86      -18.222     -0.16084E-010  45.452     
      14  -27.560       23.616       422.14      -23.763       36.747       14.850     
      15   27.560      -23.616      -422.14      -23.763      -36.747       14.850     
      24   27.107      -24.070      -423.19       12.682     -0.30206       45.150     
      22  -27.107       24.070       423.19       12.682      0.30206       45.150     
  
  ELEMENT=       2        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
       3   27.560       151.63       477.86       18.222      0.14985E-010  45.452     
       6  -27.560      -151.63      -477.86       18.222     -0.14740E-010  45.452     
       4  -27.107      -151.17      -476.81      -18.222       36.445       14.548     
       1   27.107       151.17       476.81      -18.222      -36.445       14.548     
      22  -27.107       24.070       423.19      -12.682     -0.30206       45.150     
      24   27.107      -24.070      -423.19      -12.682      0.30206       45.150     
      17   27.560      -23.616      -422.14       23.763       36.747       14.850     
      20  -27.560       23.616       422.14       23.763      -36.747       14.850     
  
  ELEMENT=       3        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      14  -12.324      -20.893       258.54      -14.186      -16.990       35.067     
      15   12.324       20.893      -258.54      -14.186       16.990       35.067     
      24   13.615       22.184      -255.52       3.1059     -0.30206       24.933     
      22  -13.615      -22.184       255.52       3.1059      0.30206       24.933     
      13   13.615       39.630       284.48       10.869      -17.851       34.206     
      16  -13.615      -39.630      -284.48       10.869       17.851       34.206     
      23  -12.324      -38.339      -281.46      -6.4234      0.55847       25.794     
      21   12.324       38.339       281.46      -6.4234     -0.55847       25.794     

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.661

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **
 
 ***** POST1 ELEMENT NODAL STRESS LISTING *****                                
 
  LOAD STEP=     1  SUBSTEP=     1                                             
   TIME=    1.0000      LOAD CASE=   0                                         
 
  THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES                         
 
  
  ELEMENT=       4        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      22  -13.615      -22.184       255.52      -3.1059     -0.30206       24.933     
      24   13.615       22.184      -255.52      -3.1059      0.30206       24.933     
      17   12.324       20.893      -258.54       14.186      -16.990       35.067     
      20  -12.324      -20.893       258.54       14.186       16.990       35.067     
      21   12.324       38.339       281.46       6.4234      0.55847       25.794     
      23  -12.324      -38.339      -281.46       6.4234     -0.55847       25.794     
      18  -13.615      -39.630      -284.48      -10.869      -17.851       34.206     
      19   13.615       39.630       284.48      -10.869       17.851       34.206     
  
  ELEMENT=       5        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      13  -8.8334      -27.291       83.854      -5.0099      -15.024       42.942     
      16   8.8334       27.291      -83.854      -5.0099       15.024       42.942     
      23   12.864       31.322      -74.448       9.4553      0.55847       17.058     
      21  -12.864      -31.322       74.448       9.4553     -0.55847       17.058     
       7   12.864       23.337       105.55      -3.0798      -17.711       40.254     
       8  -12.864      -23.337      -105.55      -3.0798       17.711       40.254     
      10  -8.8334      -19.306      -96.146      -17.545       3.2457       19.746     
      12   8.8334       19.306       96.146      -17.545      -3.2457       19.746     
  
  ELEMENT=       6        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      21  -12.864      -31.322       74.448      -9.4553      0.55847       17.058     
      23   12.864       31.322      -74.448      -9.4553     -0.55847       17.058     
      18   8.8334       27.291      -83.854       5.0099      -15.024       42.942     
      19  -8.8334      -27.291       83.854       5.0099       15.024       42.942     
      12   8.8334       19.306       96.146       17.545       3.2457       19.746     
      10  -8.8334      -19.306      -96.146       17.545      -3.2457       19.746     
       9  -12.864      -23.337      -105.55       3.0798      -17.711       40.254     
      11   12.864       23.337       105.55       3.0798       17.711       40.254     

 EXIT THE MAPDL POST1 DATABASE PROCESSOR


 ***** ROUTINE COMPLETED *****  CP =         4.670



 *****  MAPDL SOLUTION ROUTINE  *****

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

 ERASE THE CURRENT SELECTED OUTPUT CONTROL TABLE.


 WRITE ITEM S, COMPONENT Y, TO THE DATABASE WITH A FREQUENCY OF 1
   FOR ALL ELEMENTS

 WRITE ITEM S, COMPONENT EQV, TO THE DATABASE WITH A FREQUENCY OF 1
   FOR ALL ELEMENTS

 LIST THE CURRENT SELECTED OUTPUT CONTROL TABLE:

     ITEM             FREQUENCY   COMPONENT
     SY                   ALL                                                                                                                                                                                                                                                                      
     SEQV                 ALL                                                                                                                                                                                                                                                                      

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =         4.693



 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.700

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **

          ***** MAPDL RESULTS INTERPRETATION (POST1) *****


 USE LOAD STEP     1  SUBSTEP     1  FOR LOAD CASE 0 

 SET COMMAND GOT LOAD STEP=     1  SUBSTEP=     1  CUMULATIVE ITERATION=     1
   TIME/FREQUENCY=  1.0000    
 TITLE=                                                                         

 PRINT S    ELEMENT SOLUTION PER ELEMENT

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.740

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **
 
 ***** POST1 ELEMENT NODAL STRESS LISTING *****                                
 
  LOAD STEP=     1  SUBSTEP=     1                                             
   TIME=    1.0000      LOAD CASE=   0                                         
 
  THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES                         
 
  
  ELEMENT=       1        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
       2   27.107       151.17       476.81       18.222       36.445       14.548     
       5  -27.107      -151.17      -476.81       18.222      -36.445       14.548     
       6  -27.560      -151.63      -477.86      -18.222      0.16312E-010  45.452     
       3   27.560       151.63       477.86      -18.222     -0.16084E-010  45.452     
      14  -27.560       23.616       422.14      -23.763       36.747       14.850     
      15   27.560      -23.616      -422.14      -23.763      -36.747       14.850     
      24   27.107      -24.070      -423.19       12.682     -0.30206       45.150     
      22  -27.107       24.070       423.19       12.682      0.30206       45.150     
  
  ELEMENT=       2        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
       3   27.560       151.63       477.86       18.222      0.14985E-010  45.452     
       6  -27.560      -151.63      -477.86       18.222     -0.14740E-010  45.452     
       4  -27.107      -151.17      -476.81      -18.222       36.445       14.548     
       1   27.107       151.17       476.81      -18.222      -36.445       14.548     
      22  -27.107       24.070       423.19      -12.682     -0.30206       45.150     
      24   27.107      -24.070      -423.19      -12.682      0.30206       45.150     
      17   27.560      -23.616      -422.14       23.763       36.747       14.850     
      20  -27.560       23.616       422.14       23.763      -36.747       14.850     
  
  ELEMENT=       3        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      14  -12.324      -20.893       258.54      -14.186      -16.990       35.067     
      15   12.324       20.893      -258.54      -14.186       16.990       35.067     
      24   13.615       22.184      -255.52       3.1059     -0.30206       24.933     
      22  -13.615      -22.184       255.52       3.1059      0.30206       24.933     
      13   13.615       39.630       284.48       10.869      -17.851       34.206     
      16  -13.615      -39.630      -284.48       10.869       17.851       34.206     
      23  -12.324      -38.339      -281.46      -6.4234      0.55847       25.794     
      21   12.324       38.339       281.46      -6.4234     -0.55847       25.794     

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.741

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **
 
 ***** POST1 ELEMENT NODAL STRESS LISTING *****                                
 
  LOAD STEP=     1  SUBSTEP=     1                                             
   TIME=    1.0000      LOAD CASE=   0                                         
 
  THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES                         
 
  
  ELEMENT=       4        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      22  -13.615      -22.184       255.52      -3.1059     -0.30206       24.933     
      24   13.615       22.184      -255.52      -3.1059      0.30206       24.933     
      17   12.324       20.893      -258.54       14.186      -16.990       35.067     
      20  -12.324      -20.893       258.54       14.186       16.990       35.067     
      21   12.324       38.339       281.46       6.4234      0.55847       25.794     
      23  -12.324      -38.339      -281.46       6.4234     -0.55847       25.794     
      18  -13.615      -39.630      -284.48      -10.869      -17.851       34.206     
      19   13.615       39.630       284.48      -10.869       17.851       34.206     
  
  ELEMENT=       5        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      13  -8.8334      -27.291       83.854      -5.0099      -15.024       42.942     
      16   8.8334       27.291      -83.854      -5.0099       15.024       42.942     
      23   12.864       31.322      -74.448       9.4553      0.55847       17.058     
      21  -12.864      -31.322       74.448       9.4553     -0.55847       17.058     
       7   12.864       23.337       105.55      -3.0798      -17.711       40.254     
       8  -12.864      -23.337      -105.55      -3.0798       17.711       40.254     
      10  -8.8334      -19.306      -96.146      -17.545       3.2457       19.746     
      12   8.8334       19.306       96.146      -17.545      -3.2457       19.746     
  
  ELEMENT=       6        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      21  -12.864      -31.322       74.448      -9.4553      0.55847       17.058     
      23   12.864       31.322      -74.448      -9.4553     -0.55847       17.058     
      18   8.8334       27.291      -83.854       5.0099      -15.024       42.942     
      19  -8.8334      -27.291       83.854       5.0099       15.024       42.942     
      12   8.8334       19.306       96.146       17.545       3.2457       19.746     
      10  -8.8334      -19.306      -96.146       17.545      -3.2457       19.746     
       9  -12.864      -23.337      -105.55       3.0798      -17.711       40.254     
      11   12.864       23.337       105.55       3.0798       17.711       40.254     

 PRINT SRES ELEMENT SOLUTION PER ELEMENT

 *** WARNING ***                         CP =       4.745   TIME= 15:20:49
 The requested SRES data is not available.  The PRESOL command is        
 ignored.                                                                

 ***** END OF INPUT ENCOUNTERED *****


 NUMBER OF WARNING MESSAGES ENCOUNTERED=          5
 NUMBER OF ERROR   MESSAGES ENCOUNTERED=          0



 ***** PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA *****

+--------------------- M A P D L   S T A T I S T I C S ------------------------+

Release:                    Build: 25.2BETA   Update: UP20250415   Platform: LINUX x64   
Date Run: 07/30/2025   Time: 15:20     Process ID: 1517
Operating System: Ubuntu 22.04.5 LTS

Processor Model: VirtualApple @ 2.50GHz

Compiler: Intel(R) Fortran Compiler Classic Version 2021.9  (Build: 20230302)
          Intel(R) C/C++ Compiler Classic Version 2021.9  (Build: 20230302)
          Intel(R) oneAPI Math Kernel Library Version 2024.2-Product Build 20240605

Number of machines requested            :    1
Total number of cores available         :    4
Number of physical cores available      :    4
Number of processes requested           :    4
Number of threads per process requested :    1
Total number of cores requested         :    4 (Distributed Memory Parallel)               
MPI Type: OPENMPI 
MPI Version: Open MPI v4.0.5

GPU Acceleration: Not Requested

Job Name: file0
Input File: apdl.log

  Core                Machine Name   Working Directory
 -----------------------------------------------------
     0                828603158f00   /local/simulation
     1                828603158f00   /local/simulation
     2                828603158f00   /local/simulation
     3                828603158f00   /local/simulation
 
Latency time from master to core     1 =    1.168 microseconds
Latency time from master to core     2 =    1.230 microseconds
Latency time from master to core     3 =    1.199 microseconds
 
Communication speed from master to core     1 =  6107.76 MB/sec
Communication speed from master to core     2 =  6195.36 MB/sec
Communication speed from master to core     3 = 12058.97 MB/sec

Total CPU time for main thread                    :        3.8 seconds
Total CPU time summed for all threads             :        5.0 seconds

Elapsed time spent obtaining a license            :        5.9 seconds
Elapsed time spent pre-processing model (/PREP7)  :        0.3 seconds
Elapsed time spent solution - preprocessing       :        0.2 seconds
Elapsed time spent computing solution             :        0.7 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
Equation solver effective I/O rate                :        0.0 GB/sec

Sum of disk space used on all processes           :        1.7 MB

Sum of memory used on all processes               :      188.0 MB
Sum of memory allocated on all processes          :     2880.0 MB
Physical memory available                         :          4 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                 Build 25.2BETA     UP20250415    LINUX x64     |
 |                                                                             |
 |-----------------------------------------------------------------------------|
 |                                                                             |
 |  Database Requested(-db)     1024 MB     Scratch Memory Requested   1024 MB |
 |  Max Database Used(Master)      1 MB     Max Scratch Used(Master)     46 MB |
 |  Max Database Used(Workers)     1 MB     Max Scratch Used(Workers)    46 MB |
 |  Sum Database Used(All)         4 MB     Sum Scratch Used(All)       184 MB |
 |                                                                             |
 |-----------------------------------------------------------------------------|
 |                                                                             |
 |        CP Time      (sec) =          5.023       Time  =  15:20:49          |
 |        Elapsed Time (sec) =         11.000       Date  =  07/30/2025        |
 |                                                                             |
 *-----------------------------------------------------------------------------*

</p>
</details>

@germa89 germa89 mentioned this pull request Jul 31, 2025
Merged
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@mbbatukan
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mbbatukan commented Jul 31, 2025

Possible bug on OSRESULT command:

/CLE,NOSTART
/PREP7
ET,1,SOLID5,,,,,,,
BLOCK,0,10,0,20,0,30
ESIZE,10,
VMESH,ALL,,
/UNITS,SI,,,,,,,,
MP,EX,1,210000000000.0,,,,
MP,DENS,1,7800,,,,
MP,PRXY,1,0.3,,,,
NSEL,S,LOC,Z,0,,,
D,ALL,UX,,,,,,,,,
D,ALL,UY,,,,,,,,,
D,ALL,UZ,,,,,,,,,
NSEL,S,LOC,Z,30,,,
F,ALL,FX,1000,,,
/SOLU
ALLSEL,,
ANTYPE,STATIC,,,,
SOLVE,
FINISH
/POST1
SET,1,1,,,,,,
PRESOL,S,Y
/SOLU
OUTRES,ALL,NONE,,,
OSRESULT,ERASE,,,
OSRESULT,S,Y,ALL,
OSRESULT,S,EQV,ALL,
OSRESULT,STATUS,,,
/POST1
SET,1,1,,,,,,
PRESOL,S,Y
PRESOL,SRES,Y

But I get:

 *** WARNING ***                         CP =       4.745   TIME= 15:20:49
 The requested SRES data is not available.  The PRESOL command is        
 ignored.

Details

Output


 Ansys Mechanical Enterprise                       


 *------------------------------------------------------------------*
 |                                                                  |
 |   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                  LEGAL NOTICES          *
 ***************************************************************
 *                                                             *
 * Copyright 1971-2025 Ansys, Inc.  All rights reserved.       *
 * Unauthorized use, distribution or duplication is            *
 * prohibited.                                                 *
 *                                                             *
 * 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.                                                     *
 *                                                             *
 ***************************************************************
 *                                                             *
 * THIS ANSYS SOFTWARE PRODUCT AND PROGRAM DOCUMENTATION       *
 * INCLUDE TRADE SECRETS AND CONFIDENTIAL AND PROPRIETARY      *
 * PRODUCTS OF ANSYS, INC., ITS SUBSIDIARIES, OR LICENSORS.    *
 * The software products and documentation are furnished by    *
 * Ansys, Inc. or its subsidiaries under a software license    *
 * agreement that contains provisions concerning               *
 * non-disclosure, copying, length and nature of use,          *
 * compliance with exporting laws, warranties, disclaimers,    *
 * limitations of liability, and remedies, and other           *
 * provisions.  The software products and documentation may be *
 * used, disclosed, transferred, or copied only in accordance  *
 * with the terms and conditions of that software license      *
 * agreement.                                                  *
 *                                                             *
 * Ansys, Inc. is a UL registered                              *
 * ISO 9001:2015 company.                                      *
 *                                                             *
 ***************************************************************
 *                                                             *
 * This product is subject to U.S. laws governing export and   *
 * re-export.                                                  *
 *                                                             *
 * For U.S. Government users, except as specifically granted   *
 * by the Ansys, Inc. software license agreement, the use,     *
 * duplication, or disclosure by the United States Government  *
 * is subject to restrictions stated in the Ansys, Inc.        *
 * software license agreement and FAR 12.212 (for non-DOD      *
 * licenses).                                                  *
 *                                                             *
 ***************************************************************



          *****  MAPDL COMMAND LINE ARGUMENTS  *****
  BATCH MODE REQUESTED (-b)    = LIST
  INPUT FILE COPY MODE (-c)    = COPY
  MPI OPTION                   = OPENMPI 
  INPUT FILE NAME              = /local/simulation/apdl.log
  OUTPUT FILE NAME             = /local/simulation/out.out

 RELEASE=                      BUILD= 25.2BETA  UP20250415   VERSION=LINUX x64   
 CURRENT JOBNAME=file0  15:20:45  JUL 30, 2025 CP=      0.542

     1  /CLE,NOSTART
     2  /PREP7  
     3  ET,1,SOLID5,,,,,,,  
     4  BLOCK,0,10,0,20,0,30
     5  ESIZE,10,   
     6  VMESH,ALL,, 
     7  /UNITS,SI,,,,,,,,   
     8  MP,EX,1,210000000000.0,,,,  
     9  MP,DENS,1,7800,,,,  
    10  MP,PRXY,1,0.3,,,,   
    11  NSEL,S,LOC,Z,0,,,   
    12  D,ALL,UX,,,,,,,,,   
    13  D,ALL,UY,,,,,,,,,   
    14  D,ALL,UZ,,,,,,,,,   
    15  NSEL,S,LOC,Z,30,,,  
    16  F,ALL,FX,1000,,,
    17  /SOLU   
    18  ALLSEL,,
    19  ANTYPE,STATIC,,,,   
    20  SOLVE,  
    21  FINISH  
    22  /POST1  
    23  SET,1,1,,,,,,   
    24  PRESOL,S,Y  
    25  /SOLU   
    26  OUTRES,ALL,NONE,,,  
    27  OSRESULT,ERASE,,,   
    28  OSRESULT,S,Y,ALL,   
    29  OSRESULT,S,EQV,ALL, 
    30  OSRESULT,STATUS,,,  
    31  /POST1  
    32  SET,1,1,,,,,,   
    33  PRESOL,S,Y  
    34  PRESOL,SRES,Y   

 RUN SETUP PROCEDURE FROM FILE= /ansys_inc/v252/ansys/apdl/start.ans

 /INPUT FILE= /ansys_inc/v252/ansys/apdl/start.ans  LINE=       0

 CLEAR MAPDL DATABASE AND RESTART

 Ansys Mechanical Enterprise                       

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:47  JUL 30, 2025 CP=      1.989

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **

          ***** MAPDL ANALYSIS DEFINITION (PREP7) *****

 ELEMENT TYPE          1 IS SOLID5       3-D COUPLED-FIELD SOLID     
  KEYOPT( 1- 6)=        0      0      0        0      0      0
  KEYOPT( 7-12)=        0      0      0        0      0      0
  KEYOPT(13-18)=        0      0      0        0      0      0

 CURRENT NODAL DOF SET IS  UX    UY    UZ    TEMP  VOLT  MAG 
  THREE-DIMENSIONAL MODEL

 CREATE A HEXAHEDRAL VOLUME WITH
 X-DISTANCES FROM      0.000000000     TO      10.00000000    
 Y-DISTANCES FROM      0.000000000     TO      20.00000000    
 Z-DISTANCES FROM      0.000000000     TO      30.00000000    

      OUTPUT VOLUME =     1

 DEFAULT ELEMENT DIVISIONS PER LINE BASED ON ELEMENT SIZE =   10.0    

 GENERATE NODES AND ELEMENTS   IN  ALL  SELECTED VOLUMES  

 NUMBER OF VOLUMES MESHED   =         1
 MAXIMUM NODE NUMBER        =        24
 MAXIMUM ELEMENT NUMBER     =         6

 SI UNITS SPECIFIED FOR INTERNAL    
  LENGTH        (l)  = METER (M)
  MASS          (M)  = KILOGRAM (KG)
  TIME          (t)  = SECOND (SEC)
  TEMPERATURE   (T)  = KELVIN (K)
  TOFFSET            = 0.0 KELVIN
  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 SI  

 MATERIAL          1     EX   =  0.2100000E+12  

 MATERIAL          1     DENS =   7800.000      

 MATERIAL          1     PRXY =  0.3000000      

 SELECT       FOR ITEM=LOC  COMPONENT=Z     BETWEEN  0.0000     AND   0.0000    
   KABS=  0.  TOLERANCE= 0.100000E-05

          6  NODES (OF         24  DEFINED) SELECTED BY  NSEL  COMMAND.

 SPECIFIED CONSTRAINT UX   FOR SELECTED NODES            1 TO          24 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UY   FOR SELECTED NODES            1 TO          24 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SPECIFIED CONSTRAINT UZ   FOR SELECTED NODES            1 TO          24 BY           1
 REAL=  0.00000000       IMAG=  0.00000000    

 SELECT       FOR ITEM=LOC  COMPONENT=Z     BETWEEN  30.000     AND   30.000    
   KABS=  0.  TOLERANCE= 0.150000    

          6  NODES (OF         24  DEFINED) SELECTED BY  NSEL  COMMAND.

 SPECIFIED NODAL LOAD FX   FOR SELECTED NODES         1 TO       24 BY        1
  REAL=  1000.00000       IMAG=  0.00000000    


 ***** ROUTINE COMPLETED *****  CP =         2.648



 *****  MAPDL SOLUTION ROUTINE  *****

 SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW


 PERFORM A STATIC ANALYSIS
  THIS WILL BE A NEW ANALYSIS

 *** NOTE ***                            CP =       2.763   TIME= 15:20:47
 The automatic domain decomposition logic has selected the MESH domain   
 decomposition method with 4 processes per solution.                     

 *****  MAPDL SOLVE    COMMAND  *****

 *** NOTE ***                            CP =       2.845   TIME= 15:20:47
 There is no title defined for this analysis.                            

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:47  JUL 30, 2025 CP=      2.944

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **

                       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   TEMP VOLT MAG 
   ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)
   ELECTRO-MAGNETIC UNITS. . . . . . . . . . . . .MKS          
      MUZERO . . . . . . . . . . . . . . . . . . . 0.12566E-05
   NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN   
   GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC  

 *** WARNING ***                         CP =       2.994   TIME= 15:20:47
 Element 1 (SOLID5) references undefined MURX or BH table for material   
 1.                                                                      

 *** WARNING ***                         CP =       2.995   TIME= 15:20:47
 Element 1 (SOLID5) references undefined KXX for material 1.             

 *** WARNING ***                         CP =       2.995   TIME= 15:20:47
 Element 1 (SOLID5) references undefined RSVX or PERX for material 1.    

 *** NOTE ***                            CP =       3.018   TIME= 15:20:47
 Present time 0 is less than or equal to the previous time.  Time will   
 default to 1.                                                           

 *** NOTE ***                            CP =       3.044   TIME= 15:20:47
 The step data was checked and warning messages were found.              
  Please review output or errors file ( /local/simulation/file0.err )    
 for these warning messages.                                             

 *** NOTE ***                            CP =       3.056   TIME= 15:20:47
 The Solution Control Option is only valid for single field structural,  
 single field thermal, single field diffusion, coupled                   
 thermal-diffusion analyses and coupled-field analyses with structural   
 degrees of freedom.  The SOLCONTROL,ON command (if present) has been    
 de-activated.                                                           

 *** NOTE ***                            CP =       3.058   TIME= 15:20:47
 This nonlinear analysis defaults to using the full Newton-Raphson       
 solution procedure.  This can be modified using the NROPT command.      

  
  
     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: 6
  ...Number of nodes:    24
  ...Decompose to 4 CPU domains
  ...Element load balance ratio =     2.000


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

   LOAD STEP NUMBER. . . . . . . . . . . . . . . .     1
   TIME AT END OF THE LOAD STEP. . . . . . . . . .  1.0000    
   NUMBER OF SUBSTEPS. . . . . . . . . . . . . . .     1
   MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . .    25
   STEP CHANGE BOUNDARY CONDITIONS . . . . . . . .    NO
   SCALAR MAGNETIC SOLUTION SEQUENCE . . . . . . .  0
   TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT)  
   CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
   PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
   DATABASE OUTPUT CONTROLS. . . . . . . . . . . .ALL DATA WRITTEN
                                                  FOR THE LAST SUBSTEP




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

   TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
               Translational mass               |   Coupled translational/rotational mass
        0.46800E+08    0.0000        0.0000     |     0.0000       0.70200E+09  -0.46800E+09
         0.0000       0.46800E+08    0.0000     |   -0.70200E+09    0.0000       0.23400E+09
         0.0000        0.0000       0.46800E+08 |    0.46800E+09  -0.23400E+09    0.0000    
     ------------------------------------------ | ------------------------------------------
                                                |         Rotational mass (inertia)
                                                |    0.20280E+11  -0.23400E+10  -0.35100E+10
                                                |   -0.23400E+10   0.15600E+11  -0.70200E+10
                                                |   -0.35100E+10  -0.70200E+10   0.78000E+10

   TOTAL MASS = 0.46800E+08
     The mass principal axes coincide with the global Cartesian axes

   CENTER OF MASS (X,Y,Z)=    5.0000        10.000        15.000    

   TOTAL INERTIA ABOUT CENTER OF MASS
        0.50700E+10    0.0000       0.95367E-06
         0.0000       0.39000E+10   0.95367E-06
        0.95367E-06   0.95367E-06   0.19500E+10
     The inertia principal axes coincide with the global Cartesian axes


  *** MASS SUMMARY BY ELEMENT TYPE ***

  TYPE      MASS
     1  0.468000E+08

 Range of element maximum matrix coefficients in global coordinates
 Maximum = 4.383012821E+11 at element 4.                                 
 Minimum = 4.383012821E+11 at element 6.                                 

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

        1         6  SOLID5        0.170   0.028293
 Time at end of element matrix formulation CP = 3.86150408.              

 ALL CURRENT MAPDL DATA WRITTEN TO FILE NAME= file.rdb
  FOR POSSIBLE RESUME FROM THIS POINT
     FORCE CONVERGENCE VALUE  =   2449.      CRITERION=   2.449    
     HT FLOW CONVERGENCE VALUE=   0.000      CRITERION=  0.1000E-08
     CURRENT CONVERGENCE VALUE=   0.000      CRITERION=   0.000    
     MAG FLX CONVERGENCE VALUE=   0.000      CRITERION=   0.000    

 DISTRIBUTED SPARSE MATRIX DIRECT SOLVER.
  Number of equations =          54,    Maximum wavefront =     84


  Memory allocated on only this MPI rank (rank     0)
  -------------------------------------------------------------------
  Equation solver memory allocated                     =     0.277 MB
  Equation solver memory required for in-core mode     =     0.264 MB
  Equation solver memory required for out-of-core mode =     0.264 MB
  Total (solver and non-solver) memory allocated       =   547.757 MB


  Total memory summed across all MPI ranks on this machines
  -------------------------------------------------------------------
  Equation solver memory allocated                     =     1.081 MB
  Equation solver memory required for in-core mode     =     1.031 MB
  Equation solver memory required for out-of-core mode =     1.016 MB
  Total (solver and non-solver) memory allocated       =  1338.866 MB

 *** NOTE ***                            CP =       4.170   TIME= 15:20:48
 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.                                                                   
 Distributed sparse solver maximum pivot= 1.636055789E+12 at node 22 UZ. 
 Distributed sparse solver minimum pivot= 1.889722281E+11 at node 23 UX. 
 Distributed sparse solver minimum pivot in absolute value=              
 1.889722281E+11 at node 23 UX.                                          
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1549E-06
     FORCE CONVERGENCE VALUE  =  0.1911E-09  CRITERION=   16.16     <<< CONVERGED
     HT FLOW CONVERGENCE VALUE=   0.000      CRITERION=  0.1000E-08 <<< CONVERGED

 *** WARNING ***                         CP =       4.360   TIME= 15:20:48
 A reference heat flow value times the tolerance is used by the          
 Newton-Raphson method for checking convergence.  The calculated         
 reference HT FLOW CONVERGENCE VALUE= 0 is less than a threshold.  This  
 threshold defaults to 1.0e-6 or is specified as MINREF on the CNVTOL    
 command.  Check results carefully.                                      
     CURRENT CONVERGENCE VALUE=   0.000      CRITERION=   0.000     <<< CONVERGED
     MAG FLX CONVERGENCE VALUE=   0.000      CRITERION=   0.000     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   1

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

        1         6  SOLID5        0.039   0.006466

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

        1         6  SOLID5        0.029   0.004838
 *** LOAD STEP     1   SUBSTEP     1  COMPLETED.    CUM ITER =      1
 *** TIME =   1.00000         TIME INC =   1.00000    


 *** MAPDL 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
        0.312 MB WRITTEN ON RESULTS FILE: file0.rst

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =         4.483



 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.489

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **

          ***** MAPDL RESULTS INTERPRETATION (POST1) *****

 *** NOTE ***                            CP =       4.496   TIME= 15:20:49
 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).    


 USE LOAD STEP     1  SUBSTEP     1  FOR LOAD CASE 0 

 SET COMMAND GOT LOAD STEP=     1  SUBSTEP=     1  CUMULATIVE ITERATION=     1
   TIME/FREQUENCY=  1.0000    
 TITLE=                                                                         

 PRINT S    ELEMENT SOLUTION PER ELEMENT

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.655

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **
 
 ***** POST1 ELEMENT NODAL STRESS LISTING *****                                
 
  LOAD STEP=     1  SUBSTEP=     1                                             
   TIME=    1.0000      LOAD CASE=   0                                         
 
  THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES                         
 
  
  ELEMENT=       1        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
       2   27.107       151.17       476.81       18.222       36.445       14.548     
       5  -27.107      -151.17      -476.81       18.222      -36.445       14.548     
       6  -27.560      -151.63      -477.86      -18.222      0.16312E-010  45.452     
       3   27.560       151.63       477.86      -18.222     -0.16084E-010  45.452     
      14  -27.560       23.616       422.14      -23.763       36.747       14.850     
      15   27.560      -23.616      -422.14      -23.763      -36.747       14.850     
      24   27.107      -24.070      -423.19       12.682     -0.30206       45.150     
      22  -27.107       24.070       423.19       12.682      0.30206       45.150     
  
  ELEMENT=       2        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
       3   27.560       151.63       477.86       18.222      0.14985E-010  45.452     
       6  -27.560      -151.63      -477.86       18.222     -0.14740E-010  45.452     
       4  -27.107      -151.17      -476.81      -18.222       36.445       14.548     
       1   27.107       151.17       476.81      -18.222      -36.445       14.548     
      22  -27.107       24.070       423.19      -12.682     -0.30206       45.150     
      24   27.107      -24.070      -423.19      -12.682      0.30206       45.150     
      17   27.560      -23.616      -422.14       23.763       36.747       14.850     
      20  -27.560       23.616       422.14       23.763      -36.747       14.850     
  
  ELEMENT=       3        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      14  -12.324      -20.893       258.54      -14.186      -16.990       35.067     
      15   12.324       20.893      -258.54      -14.186       16.990       35.067     
      24   13.615       22.184      -255.52       3.1059     -0.30206       24.933     
      22  -13.615      -22.184       255.52       3.1059      0.30206       24.933     
      13   13.615       39.630       284.48       10.869      -17.851       34.206     
      16  -13.615      -39.630      -284.48       10.869       17.851       34.206     
      23  -12.324      -38.339      -281.46      -6.4234      0.55847       25.794     
      21   12.324       38.339       281.46      -6.4234     -0.55847       25.794     

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.661

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **
 
 ***** POST1 ELEMENT NODAL STRESS LISTING *****                                
 
  LOAD STEP=     1  SUBSTEP=     1                                             
   TIME=    1.0000      LOAD CASE=   0                                         
 
  THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES                         
 
  
  ELEMENT=       4        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      22  -13.615      -22.184       255.52      -3.1059     -0.30206       24.933     
      24   13.615       22.184      -255.52      -3.1059      0.30206       24.933     
      17   12.324       20.893      -258.54       14.186      -16.990       35.067     
      20  -12.324      -20.893       258.54       14.186       16.990       35.067     
      21   12.324       38.339       281.46       6.4234      0.55847       25.794     
      23  -12.324      -38.339      -281.46       6.4234     -0.55847       25.794     
      18  -13.615      -39.630      -284.48      -10.869      -17.851       34.206     
      19   13.615       39.630       284.48      -10.869       17.851       34.206     
  
  ELEMENT=       5        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      13  -8.8334      -27.291       83.854      -5.0099      -15.024       42.942     
      16   8.8334       27.291      -83.854      -5.0099       15.024       42.942     
      23   12.864       31.322      -74.448       9.4553      0.55847       17.058     
      21  -12.864      -31.322       74.448       9.4553     -0.55847       17.058     
       7   12.864       23.337       105.55      -3.0798      -17.711       40.254     
       8  -12.864      -23.337      -105.55      -3.0798       17.711       40.254     
      10  -8.8334      -19.306      -96.146      -17.545       3.2457       19.746     
      12   8.8334       19.306       96.146      -17.545      -3.2457       19.746     
  
  ELEMENT=       6        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      21  -12.864      -31.322       74.448      -9.4553      0.55847       17.058     
      23   12.864       31.322      -74.448      -9.4553     -0.55847       17.058     
      18   8.8334       27.291      -83.854       5.0099      -15.024       42.942     
      19  -8.8334      -27.291       83.854       5.0099       15.024       42.942     
      12   8.8334       19.306       96.146       17.545       3.2457       19.746     
      10  -8.8334      -19.306      -96.146       17.545      -3.2457       19.746     
       9  -12.864      -23.337      -105.55       3.0798      -17.711       40.254     
      11   12.864       23.337       105.55       3.0798       17.711       40.254     

 EXIT THE MAPDL POST1 DATABASE PROCESSOR


 ***** ROUTINE COMPLETED *****  CP =         4.670



 *****  MAPDL SOLUTION ROUTINE  *****

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

 ERASE THE CURRENT SELECTED OUTPUT CONTROL TABLE.


 WRITE ITEM S, COMPONENT Y, TO THE DATABASE WITH A FREQUENCY OF 1
   FOR ALL ELEMENTS

 WRITE ITEM S, COMPONENT EQV, TO THE DATABASE WITH A FREQUENCY OF 1
   FOR ALL ELEMENTS

 LIST THE CURRENT SELECTED OUTPUT CONTROL TABLE:

     ITEM             FREQUENCY   COMPONENT
     SY                   ALL                                                                                                                                                                                                                                                                      
     SEQV                 ALL                                                                                                                                                                                                                                                                      

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =         4.693



 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.700

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **

          ***** MAPDL RESULTS INTERPRETATION (POST1) *****


 USE LOAD STEP     1  SUBSTEP     1  FOR LOAD CASE 0 

 SET COMMAND GOT LOAD STEP=     1  SUBSTEP=     1  CUMULATIVE ITERATION=     1
   TIME/FREQUENCY=  1.0000    
 TITLE=                                                                         

 PRINT S    ELEMENT SOLUTION PER ELEMENT

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.740

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **
 
 ***** POST1 ELEMENT NODAL STRESS LISTING *****                                
 
  LOAD STEP=     1  SUBSTEP=     1                                             
   TIME=    1.0000      LOAD CASE=   0                                         
 
  THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES                         
 
  
  ELEMENT=       1        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
       2   27.107       151.17       476.81       18.222       36.445       14.548     
       5  -27.107      -151.17      -476.81       18.222      -36.445       14.548     
       6  -27.560      -151.63      -477.86      -18.222      0.16312E-010  45.452     
       3   27.560       151.63       477.86      -18.222     -0.16084E-010  45.452     
      14  -27.560       23.616       422.14      -23.763       36.747       14.850     
      15   27.560      -23.616      -422.14      -23.763      -36.747       14.850     
      24   27.107      -24.070      -423.19       12.682     -0.30206       45.150     
      22  -27.107       24.070       423.19       12.682      0.30206       45.150     
  
  ELEMENT=       2        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
       3   27.560       151.63       477.86       18.222      0.14985E-010  45.452     
       6  -27.560      -151.63      -477.86       18.222     -0.14740E-010  45.452     
       4  -27.107      -151.17      -476.81      -18.222       36.445       14.548     
       1   27.107       151.17       476.81      -18.222      -36.445       14.548     
      22  -27.107       24.070       423.19      -12.682     -0.30206       45.150     
      24   27.107      -24.070      -423.19      -12.682      0.30206       45.150     
      17   27.560      -23.616      -422.14       23.763       36.747       14.850     
      20  -27.560       23.616       422.14       23.763      -36.747       14.850     
  
  ELEMENT=       3        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      14  -12.324      -20.893       258.54      -14.186      -16.990       35.067     
      15   12.324       20.893      -258.54      -14.186       16.990       35.067     
      24   13.615       22.184      -255.52       3.1059     -0.30206       24.933     
      22  -13.615      -22.184       255.52       3.1059      0.30206       24.933     
      13   13.615       39.630       284.48       10.869      -17.851       34.206     
      16  -13.615      -39.630      -284.48       10.869       17.851       34.206     
      23  -12.324      -38.339      -281.46      -6.4234      0.55847       25.794     
      21   12.324       38.339       281.46      -6.4234     -0.55847       25.794     

 *** MAPDL - ENGINEERING ANALYSIS SYSTEM  RELEASE                  25.2BETA ***
 Ansys Mechanical Enterprise                       
 00000000  VERSION=LINUX x64     15:20:49  JUL 30, 2025 CP=      4.741

                                                                               



 ** WARNING: PRE-RELEASE VERSION OF MAPDL 25.2BETA
  ANSYS,INC TESTING IS NOT COMPLETE - CHECK RESULTS CAREFULLY **
 
 ***** POST1 ELEMENT NODAL STRESS LISTING *****                                
 
  LOAD STEP=     1  SUBSTEP=     1                                             
   TIME=    1.0000      LOAD CASE=   0                                         
 
  THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES                         
 
  
  ELEMENT=       4        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      22  -13.615      -22.184       255.52      -3.1059     -0.30206       24.933     
      24   13.615       22.184      -255.52      -3.1059      0.30206       24.933     
      17   12.324       20.893      -258.54       14.186      -16.990       35.067     
      20  -12.324      -20.893       258.54       14.186       16.990       35.067     
      21   12.324       38.339       281.46       6.4234      0.55847       25.794     
      23  -12.324      -38.339      -281.46       6.4234     -0.55847       25.794     
      18  -13.615      -39.630      -284.48      -10.869      -17.851       34.206     
      19   13.615       39.630       284.48      -10.869       17.851       34.206     
  
  ELEMENT=       5        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      13  -8.8334      -27.291       83.854      -5.0099      -15.024       42.942     
      16   8.8334       27.291      -83.854      -5.0099       15.024       42.942     
      23   12.864       31.322      -74.448       9.4553      0.55847       17.058     
      21  -12.864      -31.322       74.448       9.4553     -0.55847       17.058     
       7   12.864       23.337       105.55      -3.0798      -17.711       40.254     
       8  -12.864      -23.337      -105.55      -3.0798       17.711       40.254     
      10  -8.8334      -19.306      -96.146      -17.545       3.2457       19.746     
      12   8.8334       19.306       96.146      -17.545      -3.2457       19.746     
  
  ELEMENT=       6        SOLID5  
    NODE     SX           SY           SZ           SXY          SYZ          SXZ     
      21  -12.864      -31.322       74.448      -9.4553      0.55847       17.058     
      23   12.864       31.322      -74.448      -9.4553     -0.55847       17.058     
      18   8.8334       27.291      -83.854       5.0099      -15.024       42.942     
      19  -8.8334      -27.291       83.854       5.0099       15.024       42.942     
      12   8.8334       19.306       96.146       17.545       3.2457       19.746     
      10  -8.8334      -19.306      -96.146       17.545      -3.2457       19.746     
       9  -12.864      -23.337      -105.55       3.0798      -17.711       40.254     
      11   12.864       23.337       105.55       3.0798       17.711       40.254     

 PRINT SRES ELEMENT SOLUTION PER ELEMENT

 *** WARNING ***                         CP =       4.745   TIME= 15:20:49
 The requested SRES data is not available.  The PRESOL command is        
 ignored.                                                                

 ***** END OF INPUT ENCOUNTERED *****


 NUMBER OF WARNING MESSAGES ENCOUNTERED=          5
 NUMBER OF ERROR   MESSAGES ENCOUNTERED=          0



 ***** PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA *****

+--------------------- M A P D L   S T A T I S T I C S ------------------------+

Release:                    Build: 25.2BETA   Update: UP20250415   Platform: LINUX x64   
Date Run: 07/30/2025   Time: 15:20     Process ID: 1517
Operating System: Ubuntu 22.04.5 LTS

Processor Model: VirtualApple @ 2.50GHz

Compiler: Intel(R) Fortran Compiler Classic Version 2021.9  (Build: 20230302)
          Intel(R) C/C++ Compiler Classic Version 2021.9  (Build: 20230302)
          Intel(R) oneAPI Math Kernel Library Version 2024.2-Product Build 20240605

Number of machines requested            :    1
Total number of cores available         :    4
Number of physical cores available      :    4
Number of processes requested           :    4
Number of threads per process requested :    1
Total number of cores requested         :    4 (Distributed Memory Parallel)               
MPI Type: OPENMPI 
MPI Version: Open MPI v4.0.5

GPU Acceleration: Not Requested

Job Name: file0
Input File: apdl.log

  Core                Machine Name   Working Directory
 -----------------------------------------------------
     0                828603158f00   /local/simulation
     1                828603158f00   /local/simulation
     2                828603158f00   /local/simulation
     3                828603158f00   /local/simulation
 
Latency time from master to core     1 =    1.168 microseconds
Latency time from master to core     2 =    1.230 microseconds
Latency time from master to core     3 =    1.199 microseconds
 
Communication speed from master to core     1 =  6107.76 MB/sec
Communication speed from master to core     2 =  6195.36 MB/sec
Communication speed from master to core     3 = 12058.97 MB/sec

Total CPU time for main thread                    :        3.8 seconds
Total CPU time summed for all threads             :        5.0 seconds

Elapsed time spent obtaining a license            :        5.9 seconds
Elapsed time spent pre-processing model (/PREP7)  :        0.3 seconds
Elapsed time spent solution - preprocessing       :        0.2 seconds
Elapsed time spent computing solution             :        0.7 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
Equation solver effective I/O rate                :        0.0 GB/sec

Sum of disk space used on all processes           :        1.7 MB

Sum of memory used on all processes               :      188.0 MB
Sum of memory allocated on all processes          :     2880.0 MB
Physical memory available                         :          4 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                 Build 25.2BETA     UP20250415    LINUX x64     |
 |                                                                             |
 |-----------------------------------------------------------------------------|
 |                                                                             |
 |  Database Requested(-db)     1024 MB     Scratch Memory Requested   1024 MB |
 |  Max Database Used(Master)      1 MB     Max Scratch Used(Master)     46 MB |
 |  Max Database Used(Workers)     1 MB     Max Scratch Used(Workers)    46 MB |
 |  Sum Database Used(All)         4 MB     Sum Scratch Used(All)       184 MB |
 |                                                                             |
 |-----------------------------------------------------------------------------|
 |                                                                             |
 |        CP Time      (sec) =          5.023       Time  =  15:20:49          |
 |        Elapsed Time (sec) =         11.000       Date  =  07/30/2025        |
 |                                                                             |
 *-----------------------------------------------------------------------------*

</p>
</details>

Hi @germa89,

Thank you for adding the unit test and accepting the PR request.

I think your input file has a typo here.

The last line should be "PRESOL,SRES,SY" instead of "PRESOL,SRES,Y".

This is the example from the documentation:

! When issuing postprocessing commands to retrieve selected
! results (SRES), specify ItemComp (Item + Comp combined)
! from OSRESULT.

@germa89
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germa89 commented Aug 1, 2025

@mbbatukan you are right, the typo in the APDL is correct.

However, even after correcting it I still get:

 *** WARNING ***                         CP =       0.000   TIME= 00:00:00
 The requested SRES data is not available.  The PRESOL command is        
 ignored.

And the unit tests do not have that typo:

@pytest.mark.xfail(
    reason="Bug? PRESOL cannot retrieve osresult data",
    strict=True,
)
def test_osresult_presol(mapdl, solved_box):
    mapdl.solution()

    mapdl.outres("ALL", "NONE")
    mapdl.osresult("S", "Y", "ALL")  # Stress Y component

    mapdl.solve()
    mapdl.post1()

    assert mapdl.presol("SRES", "SY")

@germa89 germa89 enabled auto-merge (squash) August 1, 2025 08:57
@germa89 germa89 merged commit 3ab601a into main Aug 1, 2025
77 of 83 checks passed
@germa89 germa89 deleted the migration/pr-4122 branch August 1, 2025 11:07
@mbbatukan
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mbbatukan commented Aug 1, 2025

Yes, I also encountered the same error after fixing the APDL script.

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