WELCOME TO  MOSES Rev devlop
                         ============================
 
              This Program is licensed for the exclusive use of
 
                               Ultramarine inc.
 
              Copying of this program or use  by  anyone  other
              than  an  employee  of  the  above  firm  without
              written  consent  of  Ultramarine   is   strictly
                                 prohibited.
 
 
 
                               +++ M A I N +++
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>&device -g_default device -oecho no
>&dimen  -dimen feet kips
>inmodel
    Time To perform Inmodel                         : CP=     0.08
>&title Rectangle with No Refinement
>&subtitle Same Problem as rect_ref
>&selec :p -sel *a@ *b@ *c@ *d@ *e@ *f@ **R@
>&summ
                           +++ & S U M M A R Y +++
                           =======================
 
 
>point  coor
>plate
>cat
>end
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                               ===============
 
 
>&pict top -type struct  -point :p -ano point
>struct
                +++ S T R U C T U R A L   S O L U T I O N +++
                =============================================
 
 
>lc_doit load #load
                    Generating Loads on TEST at Time 0.000
                    ======================================
                              Total Global Force
          -2000.00      0.00      0.00         0         0         0
    Time To Generate Load Cases                     : CP=     0.01
>ssolve
                        Reducing Stiffness of DEFAULT
                        =============================
    Time to Define Model Topology                   : CP=     0.00
    Time to Complete Nodal Loads                    : CP=     0.00
    Time to Define Stiffness Blocks                 : CP=     0.00
    Time to Form Element Matricies                  : CP=     0.01
    Time to Form Global Stiffness Matrix            : CP=     0.00
    Time to Form Global Load Matrix                 : CP=     0.00
    Time to Factor Stiffness Matrix                 : CP=     0.00
                         Expanding Results of DEFAULT
                         ============================
    Time For Backward Substitution                  : CP=     0.00
    Time to Store Deflections                       : CP=     0.00
    Time to Store Element Internal Loads            : CP=     0.00
>end
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                               ===============
 
 
>strpost
         +++ S T R U C T U R A L   P O S T - P R O C E S S I N G +++
         ===========================================================
 
 
>joint disp -node *@
>rest load
>plate stress -detail -node @
>end
                               +++ M A I N +++
                               ===============
 
 
>&pict top -type struct  -color stress
 
 
                          MOSES   Finished Normally
                          =========================
                           CP Time             0.15
                           ========================
                           Total Units         0.15
                           ========================