Autodesk (R) Simulation Natural Frequency (Modal) with Load Stiffening
 Version 2014.00.00.0513-W64/X64 22-Feb-2013
 Copyright (c) 2013, Autodesk, Inc. All rights reserved. 


                        PROGRAM VERSION: 201400000513
                alg-win-x64.dll VERSION: 201400000513
          algconfig-win-x64.dll VERSION: 201400000513
           agsdb_ar-win-x64.dll VERSION: 201400000513
     solvercallback-win-x64.dll VERSION: 201400000513
                   amgsolve.exe VERSION:   0360000000
 

 **** 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
      --------------------------------------------



                       DATE: MAY 18, 2013                  
                       TIME: 07:04 AM
                INPUT MODEL: C:\Users\lenovo\Documents\Vault\Designs\BracketBase\Sim\BaseFrame1.ds_data\6\ds
------------------------------------------------- 
                                                  
1**** CONTROL INFORMATION                         
                                                  
      number of node points          (NUMNP)   =          2830
      number of element types        (NELTYP)  =             5
      number of load cases           (LL)      =             1
      number of frequencies          (NF)      =             5
      geometric stiffness flag       (GEOSTF)  =             1
      analysis type code             (NDYN)    =             1
      solution mode                  (MODEX)   =             0
      equations per block            (KEQB)    =             0
      bandwidth minimization flag    (MINBND)  =             0
      gravitational constant         (GRAV)    =    3.8640E+02
                                                  
      bandwidth minimization specified            
 **** PRINT OF NODAL DATA SUPPRESSED              
 **** PRINT OF EQUATION NUMBERS SUPPRESSED        

       AlgSolve.DLL VERSION: 17020000

                                                  
1**** RIGID ELEMENTS                              
                                                  
      number of rigid elements                 =             1
      selected option                          =             1
                                                  
      secondary node mass set to zero...........1 
      secondary node mass moved to primary node.2 
      not available.............................3 
      quasi-rigid, massless elements............4 
                                                  
                                                  
 ELEMENT  PRIM   SEC   SEC   SEC   SEC   SEC   SEC   SEC   SEC                 
  NUMBER  NODE  NODE  NODE  NODE  NODE  NODE  NODE  NODE  NODE                 
 -------------------------------------------------------------                 
                                                  
                                                  
1**** EQUATION NUMBERS CHANGED BY RIGID ELEMENTS  
                                                  
      N        Tx        Ty        Tz        Rx        Ry        Rz            
  -----  --------  --------  --------  --------  --------  --------            
                                                  
1**** RIGID ELEMENTS                              
                                                  
      number of rigid elements                 =             1
      selected option                          =             1
                                                  
      secondary node mass set to zero...........1 
      secondary node mass moved to primary node.2 
      not available.............................3 
      quasi-rigid, massless elements............4 
                                                  
                                                  
 ELEMENT  PRIM   SEC   SEC   SEC   SEC   SEC   SEC   SEC   SEC                 
  NUMBER  NODE  NODE  NODE  NODE  NODE  NODE  NODE  NODE  NODE                 
 -------------------------------------------------------------                 
                                                  
                                                  
1**** EQUATION NUMBERS CHANGED BY RIGID ELEMENTS  
                                                  
      N        Tx        Ty        Tz        Rx        Ry        Rz            
  -----  --------  --------  --------  --------  --------  --------            
                                                  
1**** RIGID ELEMENTS                              
                                                  
      number of rigid elements                 =             1
      selected option                          =             1
                                                  
      secondary node mass set to zero...........1 
      secondary node mass moved to primary node.2 
      not available.............................3 
      quasi-rigid, massless elements............4 
                                                  
                                                  
 ELEMENT  PRIM   SEC   SEC   SEC   SEC   SEC   SEC   SEC   SEC                 
  NUMBER  NODE  NODE  NODE  NODE  NODE  NODE  NODE  NODE  NODE                 
 -------------------------------------------------------------                 
                                                  
                                                  
1**** EQUATION NUMBERS CHANGED BY RIGID ELEMENTS  
                                                  
      N        Tx        Ty        Tz        Rx        Ry        Rz            
  -----  --------  --------  --------  --------  --------  --------            
                                                  
1**** RIGID ELEMENTS                              
                                                  
      number of rigid elements                 =             1
      selected option                          =             1
                                                  
      secondary node mass set to zero...........1 
      secondary node mass moved to primary node.2 
      not available.............................3 
      quasi-rigid, massless elements............4 
                                                  
                                                  
 ELEMENT  PRIM   SEC   SEC   SEC   SEC   SEC   SEC   SEC   SEC                 
  NUMBER  NODE  NODE  NODE  NODE  NODE  NODE  NODE  NODE  NODE                 
 -------------------------------------------------------------                 
                                                  
                                                  
1**** EQUATION NUMBERS CHANGED BY RIGID ELEMENTS  
                                                  
      N        Tx        Ty        Tz        Rx        Ry        Rz            
  -----  --------  --------  --------  --------  --------  --------            
                                                  
 **** EQUATION PARAMETERS                         
      total number of equations      =                    7959
      bandwidth                      =                       0
      number of equations in a block =                    7959
      number of blocks               =                       1
      blocking memory  (kilobytes)   =                 4158641
      available memory (kilobytes)   =                 4158641
                                                  
 **** Hard disk file size information for processor:

       Available hard disk space on C drive = 786481.105 megabytes

      Gravity direction vector =  0.0000E+00 -1.0000E+00  0.0000E+00
                                                  
1**** NODAL LOADS (STATIC) OR MASSES (DYNAMIC)    
                                                  
   NODE  LOAD     X-AXIS     Y-AXIS     Z-AXIS     X-AXIS     Y-AXIS     Z-AXIS
  NUMBER CASE      FORCE      FORCE      FORCE     MOMENT     MOMENT     MOMENT
                                                  
 
 **** Error detected in the BCSLIB-EXT solver.
 **** Code:  -105
            Illegal row index (variable name), out of
            range [1, dimension].
 
Error. **** Program Exits Due To Error Reported In The Solver.