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 10 >&apply @ 0 tbrg 100 >medit +++ M O D E L E D I T I N G +++ ================================= >~wire b_cat 1 -dep 500 -len 4000 -wtplen 8 -tab_lim 800 >connector a ~wire *mla -anc 45 20 >connector b ~wire *mlb -anc -45 20 >connector c ~wire *mlc -anc -135 20 >connector d ~wire *mld -anc 135 20 >end +++ M A I N +++ =============== >&connec @ -a_tension 300 Moving Attachment of Connector A ================================ Moving Attachment of Connector B ================================ Moving Attachment of Connector C ================================ Moving Attachment of Connector D ================================ >&describe proces cat >&dcptime time to gen new process time to gen new process : CP= 0.04 >&connector a -inactive Setting Activity Of A To Inactive ======================================== >&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 CAT: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- TBRG Location 0.00 0.00 -10.00 0.00 0.00 0.00 N Force -0.01 -0.01 14350.36 187315 -3619329 -4 >&status f_connector +++ C O N N E C T O R F O R C E S +++ ======================================= Process is CAT: 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. -------- -------- ------- ------- ------- ------- ------- ------- ------- B TBRG 0.0 -0.0 -3746.3 0 0 0 3746 C TBRG -0.0 -0.0 -3746.3 0 0 0 3746 D TBRG -0.0 0.0 -3746.3 0 0 0 3746 >&status connector +++ C O N N E C T O R S T A T U S +++ ======================================= Name Stat. Name Stat. Name Stat. Name Stat. -------- -------- -------- -------- -------- -------- -------- -------- A Inactive B Active C Active D Active >&dcptime >&apply -perc one 100 -force @ 100 >&connector @ -active Setting Activity Of A To Active ====================================== >&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 CAT: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- TBRG Location 0.00 0.00 -14.43 0.00 -0.00 0.00 N Force 0.00 0.00 -0.15 0 30 0 Equilibrium Converged in 6 Iterations >&status force -hard >&status f_connector +++ C O N N E C T O R F O R C E S +++ ======================================= Process is CAT: 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. -------- -------- ------- ------- ------- ------- ------- ------- ------- A TBRG 0.0 0.0 -3746.3 0 0 0 3746 B TBRG 0.0 -0.0 -3746.3 0 0 0 3746 C TBRG -0.0 -0.0 -3746.3 0 0 0 3746 D TBRG -0.0 0.0 -3746.3 0 0 0 3746 >&status g_connector +++ C O N N E C T O R G E O M E T R Y +++ =========================================== Results in The Body System Process is CAT: Units Are Degrees, Feet, and Kips Unless Specified Length of /------------ Connection -------------/ Name Class Status First Seg. Body X Y Z -------- -------- -------- ---------- -------- --------- ---------- --------- A ~WIRE Active 4000.00 TBRG 400.00 50.00 20.00 GROUND 414.14 64.14 -500.00 B ~WIRE Active 4000.00 TBRG 400.00 -50.00 20.00 GROUND 414.14 -64.14 -500.00 C ~WIRE Active 4000.00 TBRG 0.00 -50.00 20.00 GROUND -14.14 -64.14 -500.00 D ~WIRE Active 4000.00 TBRG 0.00 50.00 20.00 GROUND -14.14 64.14 -500.00 >&event_store 1 >&connector @ -inactive Setting Activity Of A To Inactive ======================================== Setting Activity Of B To Inactive ======================================== Setting Activity Of C To Inactive ======================================== Setting Activity Of D To Inactive ======================================== >&instate -loc 10 0 -10 >&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 CAT: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- TBRG Location 10.00 -0.00 -8.57 0.00 0.00 0.00 N Force 0.00 0.00 0.15 0 -29 0 Equilibrium Converged in 3 Iterations >&status force -hard >&event_store 2 >&instate -loc 00 0 -10 >&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 CAT: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- TBRG Location -0.00 -0.00 -8.57 0.00 -0.00 0.00 N Force -0.00 0.00 0.15 0 -28 0 Equilibrium Converged in 3 Iterations >&status force -hard >&event_store 3 >&apply -perc two 100 -force @ 100 >&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 CAT: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- TBRG Location 0.00 -0.00 -16.37 -0.00 -0.00 0.00 N Force -0.00 0.00 -0.55 0 111 0 Equilibrium Converged in 9 Iterations >&status force -hard >&event_store 4 >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >lcase -process 1 2 3 4 Time To Generate Load Cases : CP= 0.01 >s_rest ~fix >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= 0.00 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 >end +++ M A I N +++ =============== >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 >end +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >confor +++ 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 +++ =============== MOSES Finished Normally ========================= CP Time 0.20 ======================== Total Units 0.20 ========================