

 Autodesk (R) Simulation Static Stress with Linear Material Models
 Version 2014.00.00.0206-W64/X64 08-Nov-2012
 Copyright (c) 2012, Autodesk, Inc. All rights reserved. 

------------------------------------------------- 
                          DATE: FEBRUARY 28, 2013             
                          TIME: 02:25 PM
                   INPUT MODEL: C:\Autodesk Simulation Mechanical\c08\Exer02\c08_exe02.ds_data\1\ds

                    PROGRAM VERSION: 201400000206
            alg-win-x64.dll VERSION: 201400000206
       agsdb_ar-win-x64.dll VERSION: 201400000206
      algconfig-win-x64.dll VERSION: 201400000206
 solvercallback-win-x64.dll VERSION: 201400000206
               amgsolve.exe VERSION:    360000000
 
------------------------------------------------- 

 **** Model Unit System Settings:
      --------------------------------------------
       Unit System              : Custom
       Force                    : N
       Length                   : mm
       Time                     : s
       Temperature (Absolute)   : deg C (K)
       Thermal Energy           : J
       Voltage                  : V
       Current                  : A
       Electrical Resistance    : ohm
       Mass                     : N*s^2/mm
      --------------------------------------------

                                                  
1**** CONTROL INFORMATION                         
                                                  
      number of node points          (NUMNP)   =         26038
      number of element types        (NELTYP)  =            20
      number of load cases           (LL)      =             1
      number of frequencies          (NF)      =             0
      analysis type code             (NDYN)    =             0
      equations per block            (KEQB)    =             0
      bandwidth minimization flag    (MINBND)  =            -1
      gravitational constant         (GRAV)    =    9.8146E+03
      number of equations            (NEQ)     =         77202

 **** PRINT OF NODAL DATA SUPPRESSED              
 **** PRINT OF EQUATION NUMBERS SUPPRESSED        
 **** Part     8: truss elements
      Element part number     =                              8
      number of truss members =                            160
      number of diff  members =                             13
 **** PRINT OF TYPE-1 ELEMENT DATA SUPPRESSED     
 **** Part     9: truss elements
      Element part number     =                              9
      number of truss members =                            160
      number of diff  members =                             13
 **** PRINT OF TYPE-1 ELEMENT DATA SUPPRESSED     
 **** Part    10: truss elements
      Element part number     =                             10
      number of truss members =                            224
      number of diff  members =                             13
 **** PRINT OF TYPE-1 ELEMENT DATA SUPPRESSED     
 **** Part    11: truss elements
      Element part number     =                             11
      number of truss members =                            224
      number of diff  members =                             13
 **** PRINT OF TYPE-1 ELEMENT DATA SUPPRESSED     
 **** Part    12: truss elements
      Element part number     =                             12
      number of truss members =                            192
      number of diff  members =                             13
 **** PRINT OF TYPE-1 ELEMENT DATA SUPPRESSED     
 **** Part    13: truss elements
      Element part number     =                             13
      number of truss members =                            192
      number of diff  members =                             13
 **** PRINT OF TYPE-1 ELEMENT DATA SUPPRESSED     
 **** CONTACT ELEMENT DATA SKIPPED
 **** CONTACT ELEMENT DATA SKIPPED
 **** CONTACT ELEMENT DATA SKIPPED
 **** CONTACT ELEMENT DATA SKIPPED
 **** CONTACT ELEMENT DATA SKIPPED
 **** CONTACT ELEMENT DATA SKIPPED
 **** CONTACT ELEMENT DATA SKIPPED
 **** Hard disk file size information for processor:

      Available hard disk space on current drive =  90822.789 megabytes
      Gravity direction vector =  0.0000E+00  0.0000E+00 -1.0000E+00
                                                  
1**** ELEMENT LOAD MULTIPLIERS                    
                                                  
      load case      case A     case B     case C     case D     case E        
      ---------    ---------- ---------- ---------- ---------- ----------      
                                                  
          1         1.000E+00  0.000E+00  1.000E+00  0.000E+00  0.000E+00
  
      Centrifugal force / angular acceleration    
  
      load case     rot.rate   ang.acc.           
      ---------    ---------- ----------          
  
          1         0.000E+00  0.000E+00
  

 **** Symbolic Assembly Using the Row-Hits Matrix Profile ...
 **** Number of equations                 = 77202
      Estimated maximum bandwidth         = 1059
      Estimated triangle matrix nonzeroes = 6746139
      Symbolically assembled nonzeros     = 2412207
 **** Real Sparse Matrix Assembly ...
                                                  
1**** STIFFNESS MATRIX PARAMETERS                 
                                                  
      minimum non-zero diagonal element =           2.2753E+05
      maximum diagonal element          =           5.2873E+07
      maximum/minimum                   =           2.3238E+02
      average diagonal element          =           1.5622E+06
                                                  
      Minimum found at equation #45596: node = 15503 DOF=Ty
      Maximum found at equation #60468: node = 20460 DOF=Tz

      in the upper triangle:
      number of entries in the profile    = 6746139
      number of nonzeros                  = 2412207

 **** Sparse Matrix Assembled

 **** Invoking Parallel BCSLIB-EXT Sparse Solver...
 **** Begin solving nonlinear equations of load case        1

      BCSLIB-EXT solver memory status:  
      in-core memory requirement (MB) =          250.05
      minimum memory requirement (MB) =           40.91
           user specified memory (MB) =         1353.12
       available physical memory (MB) =         1353.12
        available virtual memory (MB) =         6232.07
      memory currently allocated (MB) =          250.05

 ITER CLOSE OPEN frON fOFF    LOADFACT TOTALf CLOSED/TOTAL CRC-CHECK
    1   129    0    0    0  1.0000E+00      0 129/222       128A0968
      BCSLIB-EXT solver memory status:  
      in-core memory requirement (MB) =          250.05
      minimum memory requirement (MB) =           40.91
           user specified memory (MB) =         1515.30
       available physical memory (MB) =         1515.30
        available virtual memory (MB) =         6376.75
      memory currently allocated (MB) =          250.05
    2     0   20    0    0  1.0000E+00      0 109/222       816A7BB4
      BCSLIB-EXT solver memory status:  
      in-core memory requirement (MB) =          250.05
      minimum memory requirement (MB) =           40.91
           user specified memory (MB) =         1490.77
       available physical memory (MB) =         1490.77
        available virtual memory (MB) =         6341.52
      memory currently allocated (MB) =          250.05
    3     0    5    0    0  1.0000E+00      0 104/222       935AD4D5
      BCSLIB-EXT solver memory status:  
      in-core memory requirement (MB) =          250.05
      minimum memory requirement (MB) =           40.91
           user specified memory (MB) =         1508.21
       available physical memory (MB) =         1508.21
        available virtual memory (MB) =         6361.97
      memory currently allocated (MB) =          250.05
    4     0    1    0    0  1.0000E+00      0 103/222       20CBF606
      BCSLIB-EXT solver memory status:  
      in-core memory requirement (MB) =          250.05
      minimum memory requirement (MB) =           40.91
           user specified memory (MB) =         1508.66
       available physical memory (MB) =         1508.66
        available virtual memory (MB) =         6363.23
      memory currently allocated (MB) =          250.05
    5     3    0    0    0  1.0000E+00      0 106/222       1A294FDC
      BCSLIB-EXT solver memory status:  
      in-core memory requirement (MB) =          250.05
      minimum memory requirement (MB) =           40.91
           user specified memory (MB) =         1520.21
       available physical memory (MB) =         1520.21
        available virtual memory (MB) =         6373.70
      memory currently allocated (MB) =          250.05
    6     0    1    0    0  1.0000E+00      0 105/222       8A60387D
      BCSLIB-EXT solver memory status:  
      in-core memory requirement (MB) =          250.05
      minimum memory requirement (MB) =           40.91
           user specified memory (MB) =         1519.82
       available physical memory (MB) =         1519.82
        available virtual memory (MB) =         6374.90
      memory currently allocated (MB) =          250.05

 **** Solution has converged.

 **** End Sparse Solver Solution
 

               Reaction Sums and Maxima for Load Case       1

      Sum of applied forces
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
     -5.7190E-14 -6.5000E+02  6.3458E-15  0.0000E+00  0.0000E+00  0.0000E+00

      Sum of reactions
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
      4.5450E-10 -4.0866E-10 -5.6682E-10  0.0000E+00  0.0000E+00  0.0000E+00

      Sum of residuals
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
      4.5444E-10 -6.5000E+02 -5.6682E-10  0.0000E+00  0.0000E+00  0.0000E+00

      Sum of unfixed direction residuals
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
      3.0682E-09 -3.4496E-09  5.3228E-11  0.0000E+00  0.0000E+00  0.0000E+00

      Largest applied forces and moments
            Node        Node        Node        Node        Node        Node
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
           11397       11492       11326           0           0           0
     -6.0863E-15 -3.2315E+00  3.5800E-15  0.0000E+00  0.0000E+00  0.0000E+00

      Largest nodal reactions
            Node        Node        Node        Node        Node        Node
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
             302       11492          34           0           0           0
     -5.8864E-01  3.2315E+00  1.1859E+00  0.0000E+00  0.0000E+00  0.0000E+00

      Largest nodal residuals
            Node        Node        Node        Node        Node        Node
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
             302        1674          34           0           0           0
     -5.8864E-01 -3.0972E+00  1.1859E+00  0.0000E+00  0.0000E+00  0.0000E+00

      Largest unfixed direction residuals
            Node        Node        Node        Node        Node        Node
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
           26014       25547       24726           0           0           0
      4.7246E-10  9.4695E-10 -2.2976E-10  0.0000E+00  0.0000E+00  0.0000E+00
  
                                                  
1**** TEMPORARY FILE STORAGE (MEGABYTES)          
      ----------------------------------          
       UNIT NO.  7 :      0.682
       UNIT NO.  8 :      1.192
       UNIT NO.  9 :      0.000
       UNIT NO. 10 :      0.000
       UNIT NO. 11 :      0.000
       UNIT NO. 12 :      0.589
       UNIT NO. 13 :      0.682
       UNIT NO. 14 :      0.000
       UNIT NO. 17 :      0.000
       UNIT NO. 50 :     37.006
       UNIT NO. 51 :      3.114
       UNIT NO. 52 :     57.437
       UNIT NO. 54 :      0.295
       UNIT NO. 55 :      9.202
       UNIT NO. 56 :     18.404
       UNIT NO. 57 :     18.404
       UNIT NO. 58 :      0.000
       UNIT NO. 59 :      0.000

       TOTAL       :    147.007 Megabytes
