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
>&title Test of Pressure
>inmodel
    Time To perform Inmodel                         : CP=     0.08
 l_od_t 240 120 0.5 720 60 0.5 240 120 0.5
>&apply -load @ 100 -force @ 100
>&instate -loc 0 0 0
>&data env
                              +++ & D A T A +++
                              =================
 
 
>t_pressure tpres_1 *a1 *a2 000 .04444
>t_pressure tpres_2 *b1 *b2 000 .04444 *a1 *a2 100 0
>env tpres_1 -t_pressure tpres_1 -time 1 1
>env tpres_2 -t_pressure tpres_2 -time 1 1
>end_&data
                               +++ M A I N +++
                               ===============
 
 
>struct
                +++ S T R U C T U R A L   S O L U T I O N +++
                =============================================
 
 
>lcase -static  tpres_1 one
                   Generating Loads on FRAME at Time 0.000
                   =======================================
                              Total Global Force
            0.00      0.00   1582.63     13817         0         0
    Time To Generate Load Cases                     : CP=     0.01
>lcase -static  tpres_2 two
                   Generating Loads on FRAME at Time 0.000
                   =======================================
                              Total Global Force
            0.00      0.00   1582.63     13817         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=     0.00
    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
                         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 +++
         ===========================================================
 
 
>cases -combine no_pres one 1 0.
>&status combine
                   +++ S T R U C T U R A L   C A S E S +++
                   =======================================
 
       Combine   Case   For Mult. Pre Mult.   Case   For Mult. Pre Mult.
      -------- -------- --------- --------- -------- --------- ---------
      NO_PRES   ONE          1.000     0.000
      ONE       ONE          1.000     1.000
      TWO       TWO          1.000     1.000
 
 
                          MOSES   Finished Normally
                          =========================
                           CP Time             0.17
                           ========================
                           Total Units         0.17
                           ========================