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|
Ansys Mechanical Enterprise Academic Student
*------------------------------------------------------------------*
| |
| 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. *
* *
* 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. *
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* THIS ANSYS SOFTWARE PRODUCT AND PROGRAM DOCUMENTATION *
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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
Catia, Version 6 Geometry Interface 2024 R2.23068672
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 |
| |
*-----------------------------------------------------------------------------*
|
