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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>&set detail = -detail -standard -summary
>&device -oecho no  -g_default screen
>&dimen -dimen feet kips
>&Title Elementary loading cases for the new four node shell
>inmodel
    Time To perform Inmodel                         : CP=     0.08
>&summary
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>point_sum coordinate -node @
>loadg_sum ud_force
>plate_sum
>end_&summary
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>struct
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>lc_doit membrx  #px  0.5e4
                   Generating Loads on PLATE at Time 0.000
                   =======================================
                              Total Global Force
          10000.00      0.00      0.00         0         0    -49999
    Time To Generate Load Cases                     : CP=     0.01
>lc_doit membry  #py  0.5e4
                   Generating Loads on PLATE at Time 0.000
                   =======================================
                              Total Global Force
            0.00   5000.00      0.00         0         0         0
    Time To Generate Load Cases                     : CP=     0.01
>lc_doit membrxy #pxy 0.5e4
                   Generating Loads on PLATE at Time 0.000
                   =======================================
                              Total Global Force
            0.00   5000.00      0.00         0         0     50000
    Time To Generate Load Cases                     : CP=     0.00
>lc_doit bendy   #by  0.5e1
                   Generating Loads on PLATE at Time 0.000
                   =======================================
                              Total Global Force
            0.00      0.00      0.00         0        10         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=     0.00
    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
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>res loads -load @ -detail
>joint disp  -load @  -file yes
>plate stress -detail -standard -summary -file yes
>plate load   -detail -standard -summary -file yes
>end
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                          MOSES   Finished Normally
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                           CP Time             0.14
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                           Total Units         0.14
                           ========================