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 +++ =============== >&set head = 0 90 180 270 >&set ypos = 100 >&set xpos = 100 >&dimen -dimen feet kips >inmodel Time To perform Inmodel : CP= 0.08 >&instate -con 10 >&weight -compute temp 10 32 129 129 >&status +++ B U O Y A N C Y A N D W E I G H T F O R T E M P +++ =============================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = 10.00 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 32.00 K-Y = 129.00 K-Z = 129.00 GMT = 78.33 GML = 1328.28 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part TEMP ------------ LOAD_GRO 25589.23 400.00 100.00 10.00 ======== ======== ======= ======= ======= Total 25589.23 400.00 100.00 10.00 Buoyancy 25589.24 400.00 100.00 5.00 >&status force +++ F O R C E S A C T I N G O N T E M P +++ ================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -25589.23 -2558923 10235696 0 Buoyancy -0.00 0.00 25589.24 2558924 -10235694 0 Inertia 0.00 0.00 -0.00 0 0 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 >hydro +++ H Y D R O _ D Y N A M I C S +++ =================================== >g_press -period 30 -heading 0 90 180 270 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 >exfor +++ D I S P O S I T I O N +++ ============================= >report >end +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >fr_point 100+0 100 RAOs Moved to X = 100.0 Y = 100.0 Z = 0.0 =============================================== +++ D I S P O S I T I O N +++ ============================= >report >end +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >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 >exp_aload Time to Emit Applied Loads : CP= 0.00 >s_rest ~supo >ssolve Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.00 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= 0.01 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.7 Sig. Figures Lost At *11 In Direction X ========================================================= *** WARNING: 5.0 Sig. Figures Lost At *11 In Direction RX ========================================================= *** WARNING: 5.4 Sig. Figures Lost At *11 In Direction RY ========================================================= *** WARNING: 5.4 Sig. Figures Lost At *11 In Direction RZ ========================================================= 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 +++ =============== >&env one -sea regular 180 1 8.84 -time 8.85 .01 >&env two -sea regular 180 .001 8.84 -time 8.85 1 >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 >restraint load -detail >beam load -detail >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.19 ======================== Total Units 0.19 ========================