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 +++ =============== >&device -oecho no >&dimen -dimen feet kips >inmodel Time To perform Inmodel : CP= 0.08 >&instate rect1 -loc 0 100 50 rect2 -loc 0 -100 50 >medit +++ M O D E L E D I T I N G +++ ================================= >~wire sl_eleme 1.32 tension -len 4000 >~spr gspr x 1e10 y 1e10 z 1e10 >~pin fix x y z >connector bpin ~pin *bod1_bp *bod2_bs >connector spin ~pin *bod1_sp *bod2_ss >connector b1strn ~wire *bod1_ss -a_loca 100 200 >connector b1bow ~wire *bod1_bs -a_loca -100 200 >connector b2strn ~wire *bod2_sp -a_loca 100 -200 >connector b2bow ~wire *bod2_bp -a_loca -100 -200 >connector cestrn ~wire *bod1_sp -a_loca 100 >connector cebow ~wire *bod1_bp -a_loca -100 >&connector b1strn -l_tension 1017./4 Changing Length of Connector B1STRN =================================== >&connector b1bow -l_tension 1017./4 Changing Length of Connector B1BOW ================================== >&connector b2strn -l_tension 1017./4 Changing Length of Connector B2STRN =================================== >&connector b2bow -l_tension 1017./4 Changing Length of Connector B2BOW ================================== >&connector cestrn -l_tension 1017./2 Changing Length of Connector CESTRN =================================== >&connector cebow -l_tension 1017./2 Changing Length of Connector CEBOW ================================== >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 -------- --------- --------- --------- --------- --------- --------- RECT1 Location 0.00 100.00 50.00 0.00 0.00 0.00 N Force 0.00 0.00 -2034.77 28 0 0 RECT2 Location 0.00 -100.00 50.00 0.00 0.00 0.00 N Force 0.00 0.00 -2034.77 -27 0 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. -------- -------- ------- ------- ------- ------- ------- ------- ------- B1BOW RECT1 0.0 0.0 -254.2 0 0 0 254 B1STRN RECT1 0.0 0.0 -254.2 0 0 0 254 B2BOW RECT2 0.0 0.0 -254.2 0 0 0 254 B2STRN RECT2 0.0 0.0 -254.2 0 0 0 254 BPIN RECT1 0.0 0.0 254.3 0 0 0 254 CEBOW RECT1 0.0 0.0 -508.7 0 0 0 509 CESTRN RECT1 0.0 0.0 -508.7 0 0 0 509 SPIN RECT1 0.0 0.0 254.3 0 0 0 254 >&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 DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Length of /------------ Connection -------------/ Name Class Status First Seg. Body X Y Z -------- -------- -------- ---------- -------- --------- ---------- --------- B1BOW ~WIRE Active 49.68 RECT1 -100.00 100.00 0.00 GROUND -100.00 200.00 0.00 B1STRN ~WIRE Active 49.68 RECT1 100.00 100.00 0.00 GROUND 100.00 200.00 0.00 B2BOW ~WIRE Active 49.68 RECT2 -100.00 -100.00 0.00 GROUND -100.00 -200.00 0.00 B2STRN ~WIRE Active 49.68 RECT2 100.00 -100.00 0.00 GROUND 100.00 -200.00 0.00 BPIN ~PIN Active Rigid RECT1 -100.00 -100.00 0.00 RECT2 -100.00 100.00 0.00 CEBOW ~WIRE Active 49.37 RECT1 -100.00 -100.00 0.00 GROUND -100.00 0.00 0.00 CESTRN ~WIRE Active 49.37 RECT1 100.00 -100.00 0.00 GROUND 100.00 0.00 0.00 SPIN ~PIN Active Rigid RECT1 100.00 -100.00 0.00 RECT2 100.00 100.00 0.00 >&status force +++ F O R C E S A C T I N G O N R E C T 1 +++ =================================================== 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 -1017.70 0 0 0 Inertia 0.00 0.00 2034.77 -27 0 0 Flex. Connectors 0.00 0.00 -1525.74 50895 0 0 Rigid Connectors 0.00 0.00 508.67 -50866 0 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 -0.00 0 0 0 +++ F O R C E S A C T I N G O N R E C T 2 +++ =================================================== 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 -1017.70 0 0 0 Inertia 0.00 0.00 2034.77 28 0 0 Flex. Connectors 0.00 0.00 -508.39 50839 0 0 Rigid Connectors 0.00 0.00 -508.67 -50866 0 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 -0.00 0 0 0 >&event_store 1 >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >lcase -process two-1 1 Time To Generate Load Cases : CP= 0.01 >bodsolve Reducing Stiffness of s_RECT1 ============================= 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= 0.01 Time to Form Global Load Matrix : CP= 0.00 Time to Factor Stiffness Matrix : CP= 0.00 Reducing Stiffness of s_RECT2 ============================= 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 Time to Factor Stiffness Matrix : CP= 0.00 Solving Residual Problem ======================== Time to Define Model Topology : CP= 0.00 Load Case TWO-1 Converged in 2 Iterations ========================================= Time to Solve Residual Problem : CP= 0.01 Expanding Results of s_RECT1 ============================ Time For Backward Substitution : CP= 0.00 Time to Store Deflections : CP= 0.00 Time to Store Element Internal Loads : CP= 0.00 Expanding Results of s_RECT2 ============================ 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 0.18 ======================== Total Units 0.18 ========================