

 Autodesk (R) Simulation Static Stress with Linear Material Models
 Version 2014.00.00.0513-W64/X64 22-Feb-2013
 Copyright (c) 2013, Autodesk, Inc. All rights reserved. 

------------------------------------------------- 
                          DATE: SEPTEMBER 23, 2013            
                          TIME: 02:38 PM
                   INPUT MODEL: D:\Autodesk Simulation Manuscript\c08_Autodesk-Simulation\tut02\c08_tut02.ds_data\1\ds

                    PROGRAM VERSION: 201400000513
            alg-win-x64.dll VERSION: 201400000513
       agsdb_ar-win-x64.dll VERSION: 201400000513
      algconfig-win-x64.dll VERSION: 201400000513
 solvercallback-win-x64.dll VERSION: 201400000513
               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)   =         12753
      number of element types        (NELTYP)  =             4
      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)     =         37494

 **** PRINT OF NODAL DATA SUPPRESSED              
 **** PRINT OF EQUATION NUMBERS SUPPRESSED        
 **** Part     3: truss elements
      Element part number     =                              3
      number of truss members =                            456
      number of diff  members =                              3
 **** PRINT OF TYPE-1 ELEMENT DATA SUPPRESSED     
 **** Part     4: boundary elements
 **** PRINT OF TYPE-7 ELEMENT DATA SUPPRESSED     
 **** Hard disk file size information for processor:

      Available hard disk space on current drive = 149589.500 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                 = 37494
      Estimated maximum bandwidth         = 1392
      Estimated triangle matrix nonzeroes = 5250228
      Symbolically assembled nonzeros     = 1182402
 **** Real Sparse Matrix Assembly ...
                                                  
1**** STIFFNESS MATRIX PARAMETERS                 
                                                  
      minimum non-zero diagonal element =           6.6024E+03
      maximum diagonal element          =           9.9819E+06
      maximum/minimum                   =           1.5119E+03
      average diagonal element          =           2.7984E+05
                                                  
      Minimum found at equation #3244: node = 1082 DOF=Tx
      Maximum found at equation #31900: node = 10805 DOF=Tx

      in the upper triangle:
      number of entries in the profile    = 5250228
      number of nonzeros                  = 1182018

 **** Sparse Matrix Assembled

 **** Invoking Parallel BCSLIB-EXT Sparse Solver...
 
 **** Load Cases 1
      BCSLIB-EXT solver memory status:  
      in-core memory requirement (MB) =          110.96
      minimum memory requirement (MB) =           21.66
           user specified memory (MB) =          920.87
       available physical memory (MB) =          920.87
        available virtual memory (MB) =         4689.08
      memory currently allocated (MB) =          110.96
 **** 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
      7.6116E+00 -9.7973E+02  3.4841E-04  0.0000E+00  0.0000E+00  0.0000E+00

      Sum of reactions
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
      2.6308E-10  6.0874E-09 -7.7352E-09  0.0000E+00  0.0000E+00  0.0000E+00

      Sum of residuals
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
      7.6116E+00 -9.7973E+02  3.4840E-04  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
      2.9076E+03  2.9076E+03 -1.0203E-08  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
            2385        2383         508           0           0           0
     -7.5844E+00 -3.1808E+01  5.9587E-03  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
            2908        4865        2912           0           0           0
     -8.7998E+01 -2.2232E+02  4.9864E+01  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
            2908        4865        2912           0           0           0
     -8.7998E+01 -2.2232E+02  4.9864E+01  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
             245         245        5949           0           0           0
      8.2886E+01  8.2886E+01  2.4153E-09  0.0000E+00  0.0000E+00  0.0000E+00
  
                                                  
1**** TEMPORARY FILE STORAGE (MEGABYTES)          
      ----------------------------------          
       UNIT NO.  7 :      0.497
       UNIT NO.  8 :      0.584
       UNIT NO.  9 :      0.000
       UNIT NO. 10 :      0.000
       UNIT NO. 11 :      0.000
       UNIT NO. 12 :      0.286
       UNIT NO. 13 :      0.497
       UNIT NO. 14 :      0.000
       UNIT NO. 15 :      0.000
       UNIT NO. 17 :      0.000
       UNIT NO. 50 :     29.389
       UNIT NO. 51 :      2.455
       UNIT NO. 52 :     45.726
       UNIT NO. 54 :      0.143
       UNIT NO. 55 :      4.509
       UNIT NO. 56 :      9.018
       UNIT NO. 57 :      9.018
       UNIT NO. 58 :      0.000
       UNIT NO. 59 :      0.000

       TOTAL       :    102.121 Megabytes
