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148  •   using ansys for finite eLement anaLysis
                4.1.2.1  Session Log File


                To  establish  a  command  log  file  from  the  session  log  file  (Jobname.
                LOG), perform these steps:

                  1.  Rename or copy the session log file to a different name.
                  2.  List the log file by choosing Utility Menu> List> Files> Log File.
                  3.  Choose File> Save as from the Log File window.


                4.1.2.2  Database Command Log

                To  establish  a  command  log  file  from  the  database  log,  pick  Utility
                Menu> File> Write DB Log File. You can specify a file name or use the
                default name, Jobname.LGW. You also have the option (with the Kedit
                field) to write all commands (default), essential commands only (Kedit
                = REMOVE), or essential commands with nonessential commands com-
                mented out (Kedit = COMMENT).


                  1.  Edit the Command Log File
                     Sometimes, you will need to edit your command log file before
                     using it as program input. As you edit your log file, you may want
                     to add comments or indentation to improve its readability. You can
                     add comments to your log file by using the comment character (!).
                  2.  Read in the Edited Log File
                     In  an  interactive session,  pick  Utility  Menu>  File>  Read Input
                     from to read in the edited command log file.


                4.2   tutoriaL 5: stress anaLysis of BiCyCLe
                      wrenCh


                In this tutorial will be found the von Mises stresses for the bicycle wrench
                made of steel shown under the given distributed and boundary condition.
                Material Properties:
                Modulus of elasticity: E = 200 GPa (Steel)
                Poisson’s ratio: ν = 0.32
                Geometry:
                Lengths and radii as shown
                Thickness: 3mm
                Loading: Distributed load: 88 N/cm
                Constraints: ux, uy, uz = 0 at left hexagon
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