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 >&data env +++ & D A T A +++ ================= >env one -sea regular 180 1 8.84 -time 8.85 .01 >env two -sea regular 180 .001 8.84 -time 8.85 1 >end +++ M A I N +++ =============== >hydro +++ H Y D R O _ D Y N A M I C S +++ =================================== >g_press -period 8.84 -heading 180 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= 0.01 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 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 +++ 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 -time one sag 8.84 hog 4.42 >cases -time two harbor 5 >&names s_cases +++ S T R U C T U R A L S O L U T I O N C A S E +++ ======================================================= FRQMEANA RAOA001I RAOA001R >&names r_cases +++ S T R U C T U R A L R E P O R T C A S E S +++ ===================================================== FRQMEANA HARBOR HOG RAOA001I RAOA001R SAG >restraint load -load :dog -detail >beam load >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.18 ======================== Total Units 0.18 ========================