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 -auxin tcombine.dat
>&dimen -dimen feet kips
>inmodel
    Time To perform Inmodel                         : CP=     0.08
>&summ
                           +++ & S U M M A R Y +++
                           =======================
 
 
>point_sum scf
>beam_sum scf
>end
                               +++ M A I N +++
                               ===============
 
 
>&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=     0.02
>end
                               +++ M A I N +++
                               ===============
 
 
>struc
                +++ S T R U C T U R A L   S O L U T I O N +++
                =============================================
 
 
>lcase -rao -note Rao Load Cases -tag load_case
    Time To Generate Load Cases                     : CP=     0.01
>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=     0.00
    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
                               +++ M A I N +++
                               ===============
 
 
>&set vel = 6*1.689
>&set tim = 5.184E6
>&set len = 5.253465E7
>&data duration tow -velocity 6*1.689 5.253465E7
                              +++ & D A T A +++
                              =================
 
 
?0.03  -sea issc 00 22. 10.317
?0.03  -sea issc 00 26. 11.403
?0.03  -sea issc 90 22. 10.317
?0.03  -sea issc 90 26. 11.403
?0.06  -sea issc 45 22. 10.317
?0.06  -sea issc 45 26. 11.403
?0.07  -sea issc 00 19. 10.317
?0.08  -sea issc 90 19. 10.317
?0.10  -sea issc 00 17. 10.317
?0.12  -sea issc 90 17. 10.317
?0.16  -sea issc 45 19. 10.317
?0.18  -sea issc 00 15.  9.541
?0.22  -sea issc 90 15.  9.541
?0.25  -sea issc 45 17. 10.317
?0.42  -sea issc 00 13.  8.990
?0.44  -sea issc 45 15.  9.541
?0.50  -sea issc 90 13.  8.990
?0.77  -sea issc 00 11.  8.560
?0.91  -sea issc 90 11.  8.560
?1.01  -sea issc 45 13.  8.990
?1.50  -sea issc 00  9.  8.114
?1.78  -sea issc 90  9.  8.114
?1.86  -sea issc 45 11.  8.560
?3.63  -sea issc 45  9.  8.114
?4.54  -sea issc 00  2.  7.866
?5.38  -sea issc 00  6.  7.400
?5.40  -sea issc 90  2.  7.866
?6.39  -sea issc 90  6.  7.490
?11.01 -sea issc 45  2.  7.866
?13.03 -sea issc 45  6.  7.445
?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 +++
         ===========================================================
 
 
>beam fat -element tstbeam
>end
                               +++ M A I N +++
                               ===============
 
 
>medit
                      +++ M O D E L   E D I T I N G +++
                      =================================
 
 
>ed_elem @ -sna w3
>end
                               +++ M A I N +++
                               ===============
 
 
>&summary
                           +++ & S U M M A R Y +++
                           =======================
 
 
>beam scf
>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 +++
         ===========================================================
 
 
>beam fat -element tstbeam
>end
                               +++ M A I N +++
                               ===============
 
 
 
 
                          MOSES   Finished Normally
                          =========================
                           CP Time             0.20
                           ========================
                           Total Units         0.20
                           ========================