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 -oecho no
>&dimen -dimen feet kips
>inmodel
    Time To perform Inmodel                         : CP=     0.08
>&instate -con 10
>&weight -compute temp 0
>hydro
                     +++ H Y D R O _ D Y N A M I C S +++
                     ===================================
 
 
>g_press  -heading 0 45 90 -period 5 10 15 20 25 30
                    Setting Pressure Name for TEMP to TEMP
                    ======================================
    Time for Strip Theory For TEMP                  : CP=     0.00
                     Setting Drift Name for TEMP to TEMP
                     ===================================
    Time to Sum Pressures For 45 Panels on TEMP     : CP=     0.00
    Time To Set Up Convolution For TEMP             : CP=     0.00
>end
                               +++ M A I N +++
                               ===============
 
 
>freq_resp
                 +++ F R E Q U E N C Y   R E S P O N S E +++
                 ===========================================
 
 
>rao
    Time To Compute RAOs                            : CP=     0.01
>end
                               +++ M A I N +++
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>&env sea -sea regular 90 1 10 -time 10 1
>struct
                +++ S T R U C T U R A L   S O L U T I O N +++
                =============================================
 
 
>lcase -time  sea t1 1 t2 2 t3 3 t4 4 t5 5 t6 6 t7 7 t8 8 t9 9
    Time To Generate Load Cases                     : CP=     0.06
>s_rest ~supo
>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
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                               ===============
 
 
>&status s_case -hard
>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 +++
         ===========================================================
 
 
>restraint -detail
>beam load -detail
>joint d code
>end
                               +++ M A I N +++
                               ===============
 
 
 
 
                          MOSES   Finished Normally
                          =========================
                           CP Time             0.24
                           ========================
                           Total Units         0.24
                           ========================