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 +++ =============== >&dimen -dimen feet kips >inmodel Time To perform Inmodel : CP= 0.08 >&instate -con -1.61 0 0 >medit +++ M O D E L E D I T I N G +++ ================================= >~pinx gspr x 1e5 z 1e5 >~piny gspr y 1e5 >connector bs ~pinx *bs >connector bp ~pinx *bp >connector sp ~piny *sp >end +++ M A I N +++ =============== >&status g_connector +++ C O N N E C T O R G E O M E T R Y +++ =========================================== Results in The First Body System Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Length of /------------ Connection -------------/ Name Class Status First Seg. Body X Y Z -------- -------- -------- ---------- -------- --------- ---------- --------- BP ~PINX Active 0.00 RECT -100.00 -100.00 0.00 GROUND -100.00 -100.00 1.61 BS ~PINX Active 0.00 RECT -100.00 100.00 0.00 GROUND -100.00 100.00 1.61 SP ~PINY Active 0.00 RECT 100.00 -100.00 0.00 GROUND 100.00 -100.00 1.61 >&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 -------- --------- --------- --------- --------- --------- --------- RECT Location 0.00 0.00 1.59 0.00 0.01 0.00 N Force 0.00 0.00 0.01 0 18 0 Equilibrium Converged in 3 Iterations >&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 -------- --------- --------- --------- --------- --------- --------- RECT Location 0.00 0.00 1.59 0.00 0.01 0.00 N Force 0.00 0.00 0.01 0 18 0 >&status f_connector +++ 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. -------- -------- ------- ------- ------- ------- ------- ------- ------- BP RECT 0 0 3 0 0 0 3 BS RECT 0 0 3 0 0 0 3 SP RECT 0 0 0 0 0 0 0 >&status force +++ F O R C E S A C T I N G O N R E C T +++ ================================================= 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 0.3 0.0 -1217.7 0 0 0 Buoyancy -0.3 0.0 1211.8 0 -576 0 Flex. Connectors 0.0 0.0 5.9 0 594 0 ======= ======= ======= ======= ======= ======= Total 0.0 0.0 0.0 0 18 0 >&env -time 15 .5 -sea regular 90 5 7 >tdom Time To Set Up For Time Domain : CP= 0.00 Saving Database at Time = 0.500 ================================== Saving Database at Time = 1.000 ================================== Saving Database at Time = 1.500 ================================== Saving Database at Time = 2.000 ================================== Saving Database at Time = 2.500 ================================== Saving Database at Time = 3.000 ================================== Saving Database at Time = 3.500 ================================== Saving Database at Time = 4.000 ================================== Saving Database at Time = 4.500 ================================== Saving Database at Time = 5.000 ================================== Saving Database at Time = 5.500 ================================== Saving Database at Time = 6.000 ================================== Saving Database at Time = 6.500 ================================== Saving Database at Time = 7.000 ================================== Saving Database at Time = 7.500 ================================== Saving Database at Time = 8.000 ================================== Saving Database at Time = 8.500 ================================== Saving Database at Time = 9.000 ================================== Saving Database at Time = 9.500 ================================== Saving Database at Time = 10.000 ================================== Saving Database at Time = 10.500 ================================== Saving Database at Time = 11.000 ================================== Saving Database at Time = 11.500 ================================== Saving Database at Time = 12.000 ================================== Saving Database at Time = 12.500 ================================== Saving Database at Time = 13.000 ================================== Saving Database at Time = 13.500 ================================== Saving Database at Time = 14.000 ================================== Saving Database at Time = 14.500 ================================== Saving Database at Time = 15.000 ================================== Simulation Terminated at Specified Time ======================================= Time For Time Domain : CP= 0.05 >prcpost +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >traj +++ D I S P O S I T I O N +++ ============================= >report loca >end +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >con +++ D I S P O S I T I O N +++ ============================= >report >end +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >end +++ M A I N +++ =============== >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >lcase -process 15 Time To Generate Load Cases : CP= 0.01 >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= 0.01 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 +++ =========================================================== >joint d >restraint >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.25 ======================== Total Units 0.25 ========================