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
>&device    -oecho no
>inmodel
    Time To perform Inmodel                         : CP=     0.08
>&apply -load @ 100 -force @ 100
>&instate -loc 0 0 -350
>medit
                      +++ M O D E L   E D I T I N G +++
                      =================================
 
 
>~wire h_cat 3  -len 4000
>connector bs ~wire *jbpf *gbpf
>connector bp ~wire *jbps *gbps
>connector sp ~wire *jbsf *gbsf
>connector ss ~wire *jbss *gbss
>~sp tube 50 4
>sp_beam dummy ~sp -eleme @ *spf *sps
>end
                               +++ M A I N +++
                               ===============
 
 
>&connector @ -l_ten 857
                       Changing Length of Connector BP
                       ===============================
                       Changing Length of Connector BS
                       ===============================
                       Changing Length of Connector SP
                       ===============================
                       Changing Length of Connector SS
                       ===============================
>&equi
       +++ C U R R E N T   S Y S T E M   C O N F I G U R A T I O N +++
       ===============================================================
 
   Process is DEFAULT: Units Are Degrees,  Feet, and  Kips Unless Specified
                    Location and Net Force at Body Origin
 
   Body                 X         Y         Z        RX        RY        RZ
 --------          --------- --------- --------- --------- --------- ---------
 JACKET   Location      0.00      0.00   -349.10      0.00     -0.00      0.00
          N Force      -0.00      0.00      0.36         0       -71         0
 
 Equilibrium Converged in 2 Iterations
>&status force
            +++ F O R C E S   A C T I N G   O N   J A C K E T +++
            =====================================================
 
   Process is DEFAULT: Units Are Degrees,  Feet, and  Kips Unless Specified
                     Results Are Reported In Body System
 
  Type of Force        X         Y         Z        MX        MY        MZ
------------------ --------- --------- --------- --------- --------- ---------
Weight                 -0.00      0.00  -7383.94         0   1476789         0
Buoyancy                0.00      0.00  11951.63         0  -2390326         0
Inertia                 0.00      0.00     -0.14         0        28         0
Added Inertia           0.00      0.00     -0.22         0        44         0
Flex. Connectors       -0.00      0.00  -4567.33         0    913465         0
                     =======   =======   =======   =======   =======   =======
Total                   0.00      0.00     -0.00         0         0         0
>&even 1
>struct
                +++ S T R U C T U R A L   S O L U T I O N +++
                =============================================
 
 
>lcase -process 1
    Time To Generate Load Cases                     : CP=     0.00
>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
         *** WARNING: 4.4 Sig. Figures Lost At *JTSS In Direction  X
         ===========================================================
         *** WARNING: 3.8 Sig. Figures Lost At *JTSS In Direction  Y
         ===========================================================
    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 +++
         ===========================================================
 
 
>rest load -detail
>&sele :doit -s sp@ leg@
>beam load -detail -ele :doit
>bmom_shr dummy -load p0001.00
                        +++ D I S P O S I T I O N +++
                        =============================
 
 
>view @ -hard
>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 +++
         ===========================================================
 
 
>end
                               +++ M A I N +++
                               ===============
 
 
 
 
                          MOSES   Finished Normally
                          =========================
                           CP Time             0.14
                           ========================
                           Total Units         0.14
                           ========================