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 +++ =============== >&title Test of Compartments with Structural analysis >&device -g_default device -oecho no >inmodel Time To perform Inmodel : CP= 0.08 >&instate -con 600 >&weight -compute 100 .29*600 .29*600 32 >medit +++ M O D E L E D I T I N G +++ ================================= >m_pan_fix 100 .1 >map HS#00001 *f0 >end +++ M A I N +++ =============== >hydro +++ H Y D R O _ D Y N A M I C S +++ =================================== >g_press -period 15 -heading 90 Setting Pressure Name for FBOX to FBOX ====================================== Time to Generate 19 Panels For F : CP= 0.00 Time For 3D Diff. Panels, Freq. 1 : CP= 0.01 Setting Drift Name for FBOX to FBOX =================================== Time to Sum Pressures For 19 Panels on FBOX : CP= 0.01 Time To Set Up Convolution For FBOX : 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 -head 90 Time To Compute RAOs : CP= 0.01 >end +++ M A I N +++ =============== >&status config +++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ =============================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- FBOX Location 0.00 0.00 -600.00 0.00 0.00 0.00 N Force 0.00 0.00 0.00 0 0 0 >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >s_rest ~rest >lcase -rao Time To Generate Load Cases : CP= 0.02 >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 +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >rest load -detail >bmom_sh *f0 *f1 *f2 *f3 *f4 *f5 *f6 +++ D I S P O S I T I O N +++ ============================= >&devi -g_default sc >view -sele 1 8 9 10 11 12 13 -hard >view -sele 1 14 15 16 17 18 19 -hard MOSES Finished Normally ========================= CP Time 0.18 ======================== Total Units 0.18 ========================