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 >&data env +++ & D A T A +++ ================= >env ss1090 -sea issc 90 26. 11.403 -use_mean yes -time 20 .5 >end_&data +++ 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= 0.01 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= 0.01 >end +++ M A I N +++ =============== >freq_resp +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >sresp ss1090 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= 0.02 >lcase -time ss1090 t10 10 t11 11 t15 15 Time To Generate Load Cases : CP= 0.02 >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 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 -old no +++ 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 -spec ss1090 >&sele :check -sel ss@ t@ >restraint -load :check -detail >beam load -detail MOSES Finished Normally ========================= CP Time 0.22 ======================== Total Units 0.22 ========================