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 -loc 0 0 20 >medit +++ M O D E L E D I T I N G +++ ================================= >~fix foundation x 1e5 y 1e5 z 1e5 -friction .6 >connector ss ~fix *mla -euler +z >connector ps ~fix *mlb -euler +z >connector pb ~fix *mlc -euler +z >connector sb ~fix *mld -euler +z >end +++ M A I N +++ =============== >&subtitle Preload Condition >&equi -omega 2 -iter 100 +++ 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 -------- --------- --------- --------- --------- --------- --------- TBRG Location 0.00 0.00 19.98 0.00 0.00 0.00 N Force 0.00 -0.00 0.40 0 -79 0 Equilibrium Converged in 3 Iterations >&event 1 >&connect @ -set_state preload Setting Preload of Connector PB =============================== Setting Preload of Connector PS =============================== Setting Preload of Connector SB =============================== Setting Preload of Connector SS =============================== >&status force -hard >&status f_connector -hard >&subtitle Nominal Condition >&apply preload 0 >&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 -------- --------- --------- --------- --------- --------- --------- TBRG Location 0.00 0.00 19.99 0.00 0.00 0.00 N Force 0.00 -0.00 4.06 0 -811 0 Equilibrium Converged in 2 Iterations >&event 2 >&connect @ -set_state nominal 1./.9 Setting Nominal Condition of Connector PB ========================================= Setting Nominal Condition of Connector PS ========================================= Setting Nominal Condition of Connector SB ========================================= Setting Nominal Condition of Connector SS ========================================= >&status force -hard >&status f_connector -hard >&env wind -wind 100 90 >&subtitle Nominal Condition >&apply preload 0 >&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 -------- --------- --------- --------- --------- --------- --------- TBRG Location 0.00 -0.00 19.99 0.00 0.00 0.00 N Force 0.00 -0.11 -0.00 4 1 -21 Equilibrium Converged in 3 Iterations >&status force -hard >&status f_connector -hard >&event 3 >prcpost +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >foundation +++ D I S P O S I T I O N +++ ============================= >vl The Variables Available for Selection are: ========================================== 1 Event 14 PreloadV:PS 26 CapChK:SB 2 CurrentV:PB 15 OverChk:PS 27 SlidChk:SB 3 CurrentH:PB 16 PrelChk:PS 28 MaxRatio:SB 4 NominalV:PB 17 CapChK:PS 29 CurrentV:SS 5 PreloadV:PB 18 SlidChk:PS 30 CurrentH:SS 6 OverChk:PB 19 MaxRatio:PS 31 NominalV:SS 7 PrelChk:PB 20 CurrentV:SB 32 PreloadV:SS 8 CapChK:PB 21 CurrentH:SB 33 OverChk:SS 9 SlidChk:PB 22 NominalV:SB 34 PrelChk:SS 10 MaxRatio:PB 23 PreloadV:SB 35 CapChK:SS 11 CurrentV:PS 24 OverChk:SB 36 SlidChk:SS 12 CurrentH:PS 25 PrelChk:SB 37 MaxRatio:SS 13 NominalV:PS >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 pre 1 nom 2 check 3 Time To Generate Load Cases : CP= 0.01 >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= 0.01 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 +++ =========================================================== >rest load -load @ -detail >rest found -load check >case -nominal nom 1./.9 -preload pre >rest found -load check >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.16 ======================== Total Units 0.16 ========================