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 -g_default device -fig y >&local date revision rev >&set date = November 12, 2013 >&set rev = a >inmodel -offset Loading File: /smb/software/devlop/ultra//hdesk/tools/install/macros/install.mac Defining Deck with file ../../samples/install/deck.dat ====================================================== Setting Orientation Finished Defining Deck Time To perform Inmodel : CP= 0.25 >setup Defining Upending Tanks Deck Weight, CG = 803 -5.50 6.80 50.70 Deck Radii = 22.00 27.40 31.40 Deck Max Buoy. = 183 Time To Set Up : CP= 0.12 >inst_lift Process LIFT|a, Nominal Condition Time To Generate Load Cases : CP= 0.01 Reducing Stiffness of DEFAULT ============================= 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= 0.01 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= 0.01 Time to Store Element Internal Loads : CP= 0.00 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.00 Process LIFT|b Changing Part DECK Weight From 802.86 By 1000.00 To 1802.86 Xcg From 25.51 By 0.00 To 25.51 ycg From -6.83 By 0.00 To -6.83 Zcg From 33.67 By 0.00 To 33.67 Time To Generate Load Cases : CP= 0.02 Reducing Stiffness of DEFAULT ============================= 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= 0.01 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= 0.01 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.01 Process LIFT|c Changing Part DECK Weight From 802.86 By 0.00 To 802.86 Xcg From 25.51 By 1.00 To 26.51 ycg From -6.83 By 0.00 To -6.83 Zcg From 33.67 By 0.00 To 33.67 Time To Generate Load Cases : CP= 0.01 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= 0.01 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 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 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.01 Process LIFT|d Changing Part DECK Weight From 802.86 By 0.00 To 802.86 Xcg From 25.51 By 0.00 To 25.51 ycg From -6.83 By 1.00 To -5.83 Zcg From 33.67 By 0.00 To 33.67 Time To Generate Load Cases : CP= 0.01 Reducing Stiffness of DEFAULT ============================= 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= 0.01 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 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.01 Process LIFT|e Changing Part DECK Weight From 802.86 By 0.00 To 802.86 Xcg From 25.51 By 0.00 To 25.51 ycg From -6.83 By 0.00 To -6.83 Zcg From 33.67 By 1.00 To 34.67 Time To Generate Load Cases : CP= 0.01 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= 0.01 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.02 Process LIFT|f Changing Part DECK Weight From 802.86 By 1000.00 To 1802.86 Xcg From 25.51 By 0.00 To 25.51 ycg From -6.83 By 0.00 To -6.83 Zcg From 33.67 By 1.00 To 34.67 Time To Generate Load Cases : CP= 0.02 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= 0.01 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 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.02 >inst_spost Time to Check lift Sling Elements : CP= 0.01 Time To Report Restraints : CP= 0.00 Time For Code Check : CP= 0.03 Time For Beam Loads : CP= 0.00 Time For Plate Loads : CP= 0.00 Time For Joint Punching & Crushing : CP= 0.00 >i_finish MOSES Finished Normally ========================= CP Time 1.12 ======================== Total Units 1.12 ========================