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 Morrisons' Equation with Gdofs >&dimen -dimen feet kips >&device -g_default device -oecho no >&pb_parm -c_mass >&set num = 12 >&set num_mode = 10 >inmodel Time To perform Inmodel : CP= 0.08 >&describe interest -assoc *1 *7 *13 >&instate -move 0 0 -1 >medit +++ M O D E L E D I T I N G +++ ================================= >~tl h_cat 2 -len 200 >&connector tl@ -l_ten 50 Changing Length of Connector TL|00018 ===================================== Changing Length of Connector TL|00019 ===================================== Changing Length of Connector TL|00020 ===================================== Changing Length of Connector TL|00021 ===================================== >end +++ M A I N +++ =============== >&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 = 1.00 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 12.03 K-Y = 176.78 K-Z = 177.19 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part TEMP ------------ ELEMENTS 188.41 250.00 0.00 0.00 ======== ======== ======= ======= ======= Total 188.41 250.00 0.00 0.00 Buoyancy 268.43 250.00 0.00 -0.15 >&equi +++ 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 -------- --------- --------- --------- --------- --------- --------- TEMP Location 0.00 0.00 -1.06 0.00 -0.00 0.00 N Force 0.00 0.00 -0.15 0 37 0 Equilibrium Converged in 2 Iterations >&status motion +++ P O I N T M O T I O N +++ =============================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Locations in Global System - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Point Part X Y Z Mot-X Mot-Y Mot-Z M-MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- *1 TEMP 0.0 0.0 -1.1 0.0 0.0 -1.1 1.1 *13 TEMP 500.0 0.0 -1.1 0.0 0.0 -1.1 1.1 *7 TEMP 250.0 0.0 -1.1 0.0 0.0 -1.1 1.1 >mfrq *1 *7 *13 +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== Time To Compute RAOs : CP= 0.02 RAOs Moved to X = 0.0 Y = 0.0 Z = 0.0 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== RAOs Moved to X = 250.0 Y = 0.0 Z = 0.0 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== RAOs Moved to X = 500.0 Y = 0.0 Z = 0.0 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== +++ M A I N +++ =============== >struc +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >modes -num_ev 10 Extracting Modes of TEMP ======================== Time To Generate Mass Data : CP= 0.00 Time to Define Model Topology : CP= 0.00 Time to Complete Nodal Masses : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.01 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Mass Matrix : CP= 0.00 Time to Extract Modes : CP= 0.00 >end +++ M A I N +++ =============== >&describe body temp -gen -ignore rx >&equi +++ 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 -------- --------- --------- --------- --------- --------- --------- TEMP Location 0.02 -0.24 4.32 0.00 0.62 0.04 N Force 0.00 0.00 -0.00 393 2 0 Equilibrium Converged in 9 Iterations >&status motion +++ P O I N T M O T I O N +++ =============================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Locations in Global System - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Point Part X Y Z Mot-X Mot-Y Mot-Z M-MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- *1 TEMP -0.0 -0.1 -1.1 -0.0 -0.1 -1.1 1.1 *13 TEMP 500.0 0.1 -1.1 -0.0 0.1 -1.1 1.1 *7 TEMP 250.0 -0.0 -0.2 -0.0 -0.0 -0.2 0.2 >&status f_con +++ C O N N E C T O R F O R C E S +++ ======================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Forces in Body System at Attachment - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Conn. Body FX FY FZ MX MY MZ MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- TL|00018 TEMP 0.1 0.0 -8.4 0 0 0 8 TL|00019 TEMP 0.1 0.0 -9.1 0 0 0 9 TL|00020 TEMP 0.2 -0.0 -14.0 0 0 0 14 TL|00021 TEMP 0.0 -0.0 -3.8 0 0 0 4 >strpos +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >modes value >end +++ M A I N +++ =============== >mfrq *1 *7 *13 +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== Time To Compute RAOs : CP= 0.04 RAOs Moved to X = 0.0 Y = 0.1 Z = -5.4 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== RAOs Moved to X = 250.0 Y = 0.0 Z = -1.8 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== RAOs Moved to X = 500.0 Y = -0.0 Z = 0.0 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== +++ M A I N +++ =============== >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >s_rest ~tl@ >lcase -rao Time To Generate Load Cases : CP= 0.02 >ssolve Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.01 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: 3.3 Sig. Figures Lost At *13S In Direction X ========================================================== *** WARNING: 5.7 Sig. Figures Lost At *13S In Direction Y ========================================================== 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 +++ =========================================================== >&sele :l -sel rao@ frq@ >rest -load :l -detail >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.32 ======================== Total Units 0.32 ========================