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 -dim feet kips >&device -oecho no -g_default file -fig y >&set launch = .false. >&set transportation = .true. >&set loadout = .false. >&set upend = .false. >&set lift = .false. >inmodel -offset Loading File: /smb/software/devlop/ultra//hdesk/tools/install/macros/install.mac Defining Vessel with: .//tow_brg.dat Defining Jacket with file ../data/tow_jkt.dat ============================================= Setting Orientation *** WARNING: Top Node Is Not Defined for Jacket =============================================== Finished Defining Jacket Time To perform Inmodel : CP= 0.26 >setup Defining Upending Tanks Jacket Weight, CG = 3122 25.00 0.00 25.00 Jacket Radii = 6.10 6.10 5.80 Jacket Max Buoy. = 244 Time To Set Up : CP= 0.08 >inst_transp -s_cond h 5 10 s 4 11 v 6 12 -wind 100 50 40 0 -draft \ 10 -trim 0 -flex Time To Compute Distributed Barge Ballast : CP= 0.04 Time To Write Summaries : CP= 0.01 Computing Righting Arms ======================= Time for Righting Arms : CP= 0.12 Setting Pressure Name for TOW_BRG to D10.0 ========================================== Time for Strip Theory For TOW_BRG : CP= 0.03 Setting Drift Name for TOW_BRG to D10.0 ======================================= Time to Sum Pressures For 105 Panels on TOW_BRG : CP= 0.02 Time To Set Up Convolution For D10.0 : CP= 0.01 Process tran|a, Nominal Condition *** WARNING: Required Ballast Is Negative ========================================= Ballast Check Is OK =================== Time To Compute Distributed Barge Ballast : CP= 0.04 Time To Define Load Cases : CP= 0.28 Time To Compute RAOs : CP= 0.07 Max Gs Over All Cases For JACKET: Long = 0.02, Trans = 0.09, Vert = 0.06 Maximum Roll Heading Height Period Gamma Roll 0.00 5.00 10.00 1.00 0.00 0.00 4.00 11.00 1.00 0.00 0.00 6.00 12.00 1.00 0.00 45.00 5.00 10.00 1.00 2.01 45.00 4.00 11.00 1.00 1.44 45.00 6.00 12.00 1.00 1.95 90.00 5.00 10.00 1.00 4.32 90.00 4.00 11.00 1.00 3.02 90.00 6.00 12.00 1.00 4.01 135.00 5.00 10.00 1.00 2.03 135.00 4.00 11.00 1.00 1.45 135.00 6.00 12.00 1.00 1.97 180.00 5.00 10.00 1.00 0.00 180.00 4.00 11.00 1.00 0.00 180.00 6.00 12.00 1.00 0.00 225.00 5.00 10.00 1.00 2.03 225.00 4.00 11.00 1.00 1.45 225.00 6.00 12.00 1.00 1.97 270.00 5.00 10.00 1.00 4.32 270.00 4.00 11.00 1.00 3.02 270.00 6.00 12.00 1.00 4.01 315.00 5.00 10.00 1.00 2.01 315.00 4.00 11.00 1.00 1.44 315.00 6.00 12.00 1.00 1.95 Maximum Roll Angle Over All Cases = 4.3 Time For Frequency Domain Post-Processing : CP= 0.41 Solving Still Water Without Tiedowns ==================================== 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 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.00 Load Case STILLA Converged in 1 Iterations ========================================== Time to Solve Boundary Relations of DEFAULT : 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 Solving Mean Load Cases ======================= Time To Generate Load Cases : CP= 0.04 Time To Generate Load Cases : CP= 0.02 Time To Generate Load Cases : CP= 0.02 Time To Generate Load Cases : CP= 0.02 Time To Generate Load Cases : CP= 0.02 Time To Generate Load Cases : CP= 0.02 Time To Generate Load Cases : CP= 0.02 Time To Generate Load Cases : CP= 0.02 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.04 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 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.01 Load Case 000|M|A Converged in 1 Iterations =========================================== Load Case 045|M|A Converged in 1 Iterations =========================================== Load Case 090|M|A Converged in 1 Iterations =========================================== Load Case 135|M|A Converged in 1 Iterations =========================================== Load Case 180|M|A Converged in 1 Iterations =========================================== Load Case 225|M|A Converged in 1 Iterations =========================================== Load Case 270|M|A Converged in 1 Iterations =========================================== Load Case 315|M|A Converged in 1 Iterations =========================================== Time to Solve Boundary Relations of DEFAULT : CP= 0.10 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 Solving Frequency Load Cases ============================ Time To Generate Load Cases : CP= 0.05 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.02 Time to Complete Nodal Loads : CP= 0.01 Time to Define Stiffness Blocks : CP= 0.01 Time to Form Element Matricies : CP= 0.03 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.7 Sig. Figures Lost At *B00 In Direction X ========================================================== *** WARNING: 5.0 Sig. Figures Lost At *B00 In Direction Y ========================================================== 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= 0.15 Time To Read Duration Data : CP= 0.02 >inst_spost Time To Check Tiedowns : CP= 0.02 Time To Check Support Cans : CP= 0.01 Time To Report Restraints : CP= 0.00 Time For Code Check : CP= 0.02 Time For Beam Loads : CP= 0.00 Time For Plate Loads : CP= 0.00 Time For Joint Punching & Crushing : CP= 0.01 Time for Fatigue with SN XP : CP= 0.00 Time for Beam Fatigue : CP= 0.03 >&status +++ B U O Y A N C Y A N D W E I G H T F O R T O W _ B R G +++ ===================================================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = 10.00 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 0.00 K-Y = 0.00 K-Z = 0.00 GMT = 41.30 GML = 723.77 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part C|JACKET ------------ ELEMENTS 4.06 225.00 0.00 22.50 ---------------- Part JACKET ------------ ELEMENTS 122.30 225.00 0.00 50.00 LOAD_GRO 3000.00 225.00 0.00 50.00 ---------------- Part TOW_BRG ------------ LOAD_GRO 14121.84 133.27 -0.00 27.06 ---------------- Part T|JACKET ------------ ELEMENTS 24.54 225.00 -0.00 22.50 ======== ======== ======= ======= ======= Total 0.00 0.00 0.00 0.00 Buoyancy 17272.74 150.00 -0.00 5.00 >&status amod -hard >strpost >beam_post code -load loadouta >beam_post code -load s135as >end >i_finish MOSES Finished with 2 Warnings ================================= CP Time 2.34 ======================== Total Units 2.34 ========================