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.
 
 
 
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>&set export = .false.
>&dimen -dimen feet kips
>&device     -oecho no
>inmodel
                    Setting Pressure Name for TEMP to TEMP
                    ======================================
                     Setting Drift Name for TEMP to TEMP
                     ===================================
    Time to Sum Pressures For 10 Panels on TEMP     : CP=     0.01
    Time To Set Up Convolution For TEMP             : CP=     0.00
    Time To perform Inmodel                         : CP=     0.02
>&instate -con 10
>freq_resp
                 +++ F R E Q U E N C Y   R E S P O N S E +++
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>rao  -period 8.84 -heading 180
    Time To Compute RAOs                            : CP=     0.01
>equ_sum
>end
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>struc
                +++ S T R U C T U R A L   S O L U T I O N +++
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>lcase -rao
    Time To Generate Load Cases                     : CP=     0.01
>s_rest ~supo
>ssolve
                        Reducing Stiffness of DEFAULT
                        =============================
    Time to Define Model Topology                   : CP=     0.00
    Time to Complete Nodal Loads                    : CP=     0.01
    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
          *** WARNING: 3.3 Sig. Figures Lost At *32 In Direction  X
          =========================================================
          *** WARNING: 3.3 Sig. Figures Lost At *32 In Direction  Z
          =========================================================
          *** WARNING: 4.5 Sig. Figures Lost At *32 In Direction RX
          =========================================================
    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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>&data env
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                              =================
 
 
>env one -sea regular 180 1 8.84 -time 8.85 .01
>env two -sea regular 180 .001 8.84 -time 8.85 .01
>end_&data
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>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 -time  one sag 8.84 hog 4.42
>cases -time  two harbor 5
>&select :node -select *@
>&select :dog -s hog sag harbor
>restraint load -load :dog -detail
>&select :class -select ~conn
>beam load -load :dog -class ~conn
>end
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                          MOSES   Finished Normally
                          =========================
                           CP Time             0.19
                           ========================
                           Total Units         0.19
                           ========================