

 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. 

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                          DATE: SEPTEMBER 23, 2013            
                          TIME: 02:30 PM
                   INPUT MODEL: D:\Autodesk Simulation Manuscript\Autodesk Simulation Mechanical_Tut-Exe\c08\Exer01\c08_exe01.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
 
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 **** Model Unit System Settings:
      --------------------------------------------
       Unit System              : English (in)
       Force                    : lbf
       Length                   : in
       Time                     : s
       Temperature (Absolute)   : deg F (R)
       Thermal Energy           : in*lbf
       Voltage                  : V
       Current                  : A
       Electrical Resistance    : ohm
       Mass                     : lbf*s^2/in
      --------------------------------------------

                                                  
1**** CONTROL INFORMATION                         
                                                  
      number of node points          (NUMNP)   =         10803
      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)    =    3.8640E+02
      number of equations            (NEQ)     =         32841

 **** PRINT OF NODAL DATA SUPPRESSED              
 **** PRINT OF EQUATION NUMBERS SUPPRESSED        
 **** Part     4: beam elements
 **** PRINT OF TYPE-2 ELEMENT DATA SUPPRESSED     
 **** Hard disk file size information for processor:

      Available hard disk space on current drive = 149526.297 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                 = 32841
      Estimated maximum bandwidth         = 1708
      Estimated triangle matrix nonzeroes = 5113134
      Symbolically assembled nonzeros     = 848745
 **** Real Sparse Matrix Assembly ...
                                                  
1**** STIFFNESS MATRIX PARAMETERS                 
                                                  
      minimum non-zero diagonal element =           8.5046E+06
      maximum diagonal element          =           2.3536E+09
      maximum/minimum                   =           2.7674E+02
      average diagonal element          =           8.6725E+07
                                                  
      Minimum found at equation #9434: node = 3299 DOF=Ty
      Maximum found at equation #32746: node = 10766 DOF=Tx

      in the upper triangle:
      number of entries in the profile    = 5113134
      number of nonzeros                  = 837570

 **** Sparse Matrix Assembled

 **** Invoking Parallel BCSLIB-EXT Sparse Solver...
 
 **** Load Cases 1
      BCSLIB-EXT solver memory status:  
      in-core memory requirement (MB) =           57.18
      minimum memory requirement (MB) =           14.53
           user specified memory (MB) =         1150.80
       available physical memory (MB) =         1150.80
        available virtual memory (MB) =         5019.28
      memory currently allocated (MB) =           57.18
 **** 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
      1.5447E+06  3.7252E-10 -1.0037E-11  0.0000E+00  0.0000E+00  0.0000E+00

      Sum of reactions
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
      2.1230E-07  7.2068E-08 -4.1935E-08 -1.5889E-09  3.9917E-09 -9.0783E-09

      Sum of residuals
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
      1.5447E+06  7.2328E-08 -4.1927E-08 -1.5889E-09  3.9917E-09 -9.0783E-09

      Sum of unfixed direction residuals
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
      9.5516E-07  3.3478E-08 -1.3460E-07 -1.5889E-09  3.9917E-09 -9.0783E-09

      Largest applied forces and moments
            Node        Node        Node        Node        Node        Node
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
            5897        1528        1513           0           0           0
      2.0061E+03 -2.0262E+03  1.8995E+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
             521         456          37        6143        6087        6115
      1.8737E+04  5.9985E+03 -5.5472E+03 -1.8056E-09  5.6898E-09 -2.9104E-09

      Largest nodal residuals
            Node        Node        Node        Node        Node        Node
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
             521         456          37        6143        6087        6115
      1.8737E+04  6.8369E+03 -6.4392E+03 -1.8056E-09  5.6898E-09 -2.9104E-09

      Largest unfixed direction residuals
            Node        Node        Node        Node        Node        Node
         X-Force     Y-Force     Z-Force    X-Moment    Y-Moment    Z-Moment
            9499        2974        3187        6143        6087        6115
      2.0571E-07  2.3043E-06  9.5318E-07 -1.8056E-09  5.6898E-09 -2.9104E-09
  
                                                  
1**** TEMPORARY FILE STORAGE (MEGABYTES)          
      ----------------------------------          
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       TOTAL       :     93.947 Megabytes
