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 +++
                               ===============
 
 
>&dimen -dimen feet kips
>inmodel
    Time To perform Inmodel                         : CP=     0.09
>&apply -load @ 100 -force @ 100
>struct
                +++ S T R U C T U R A L   S O L U T I O N +++
                =============================================
 
 
>lc_doit loadx #loadx 1
                   Generating Loads on MODEL at Time 0.000
                   =======================================
                              Total Global Force
           20.00      0.00      0.00         0       400         0
    Time To Generate Load Cases                     : CP=     0.01
>lc_doit loady #loady 1
                   Generating Loads on MODEL at Time 0.000
                   =======================================
                              Total Global Force
            0.00     20.00      0.00      -399         0       300
    Time To Generate Load Cases                     : CP=     0.00
>s_part left
>s_rest ~fix
>reduce sleft *02
                         Reducing Stiffness of SLEFT
                         ===========================
    Time to Define Model Topology                   : CP=     0.01
    Time to Complete Nodal Loads                    : CP=     0.00
    Time to Define Stiffness Blocks                 : CP=     0.00
    Time to Form Element Matricies                  : CP=     0.00
    Time to Form Global Stiffness Matrix            : CP=     0.01
    Time to Form Global Load Matrix                 : CP=     0.00
    Time to Factor Stiffness Matrix                 : CP=     0.00
>s_part right
>s_rest ~fix
>reduce sright *03
                         Reducing Stiffness of SRIGHT
                         ============================
    Time to Define Model Topology                   : CP=     0.00
    Time to Complete Nodal Loads                    : CP=     0.01
    Time to Define Stiffness Blocks                 : CP=     0.00
    Time to Form Element Matricies                  : CP=     0.00
    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
>s_part sleft super sright super vert
>s_rest none
>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
>expand sleft
                          Expanding Results of sleft
                          ==========================
    Time For Backward Substitution                  : CP=     0.00
    Time to Store Deflections                       : CP=     0.00
    Time to Store Element Internal Loads            : CP=     0.00
>expand sright
                         Expanding Results of sright
                         ===========================
    Time For Backward Substitution                  : CP=     0.00
    Time to Store Deflections                       : CP=     0.00
    Time to Store Element Internal Loads            : CP=     0.00
>end
                               +++ M A I N +++
                               ===============
 
 
>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
>res -detail
>beam loads
>end
                               +++ M A I N +++
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                          MOSES   Finished Normally
                          =========================
                           CP Time             0.18
                           ========================
                           Total Units         0.18
                           ========================