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.
 
 
 
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>&dimen -dimen feet kips
>&device  -g_default device -oecho no
>inmodel
    Time To perform Inmodel                         : CP=     0.08
>&apply -load @ 100 -force @ 100
>&summary
                           +++ & S U M M A R Y +++
                           =======================
 
 
>point_sum
>loadg ud_force
>beam
>end
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                               ===============
 
 
>&picture side -type struct
>struc
                +++ S T R U C T U R A L   S O L U T I O N +++
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>lc_doit lc1 #load
                   Generating Loads on MODEL at Time 0.000
                   =======================================
                              Total Global Force
          -1499.62      0.00   7498.87         0   -159963         0
    Time To Generate Load Cases                     : CP=     0.01
>ssolve
                        Reducing Stiffness of DEFAULT
                        =============================
    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=     0.00
    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 +++
         ===========================================================
 
 
>beam loads
>joint code -standard -summary
>joint code -code api 21
>joint code -code api lrfd
>joint code -code iso lrfd
>joint brace -standard -summary
>end
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                               ===============
 
 
 
 
                          MOSES   Finished Normally
                          =========================
                           CP Time             0.19
                           ========================
                           Total Units         0.19
                           ========================