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 +++
                               ===============
 
 
>&device -g_default device -oecho no
>&dimen -dimen feet kips
>inmodel
    Time To perform Inmodel                         : CP=     0.08
>&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 COW at Time 0.000
                    =====================================
                              Total Global Force
           200.00      0.00      0.00         0         0         0
    Time To Generate Load Cases                     : CP=     0.00
>lc_doit loady #loady 1
                    Generating Loads on COW at Time 0.000
                    =====================================
                              Total Global Force
            0.00    200.00      0.00         0         0      9840
    Time To Generate Load Cases                     : CP=     0.01
>lc_doit loadz #loadz 1
                    Generating Loads on COW at Time 0.000
                    =====================================
                              Total Global Force
            0.00      0.00    200.00         0     -9839         0
    Time To Generate Load Cases                     : CP=     0.00
>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=     0.01
    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
                               +++ 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
>rest -detail
>beam load  -detail
>bmo *3 *2M *2MM *2 *1MM *1M *1
                        +++ D I S P O S I T I O N +++
                        =============================
 
 
>view -hard -s 1 2 3 4 5 6 7  -heading 'LOAD X Moments and Shears'
>view -hard -s 1 8 9 10 11 12 13  -heading 'LOAD Y Moments and Shears'
>view -hard -s 1 14 15 16 17 18 19  -heading 'LOAD Z Moments and Shears'
>pl 1 2        -n
>pl 1  9 -rax 13  -n
>pl 1 16 -rax 18  -n
>end
         +++ S T R U C T U R A L   P O S T - P R O C E S S I N G +++
         ===========================================================
 
 
 
 
                          MOSES   Finished Normally
                          =========================
                           CP Time             0.16
                           ========================
                           Total Units         0.16
                           ========================