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 >&dimen -dimen feet kips >&set type = cow >inmodel -offset Loading File: /smb/software/devlop/ultra//hdesk/tools/install/macros/install.mac Defining Vessel with: /smb/software/devlop/ultra//hdesk/tools/vessels/lbarges/s44.dat Defining J_struct with file t_jack.dat ====================================== Setting Orientation Finished Defining J_struct Time To perform Inmodel : CP= 1.32 >setup Defining Upending Tanks J_struct Weight, CG = 24616 1.20 -0.10 -100.70 J_struct Radii = 68.20 68.60 33.80 J_struct Max Buoy. = 24035 Time To Set Up : CP= 0.48 >&SET COMPLIST = 3cp 98.9 3cs 98.9 7cp 83.0 7cs 98.9 8cp 98.9 8cs \ 98.9 9ws 98.9 >inst_transportation -s_cond a 7.1 7.5 b 7.1 8.5 -heading 90 135 180 -ballast \ 3cp 98.9 3cs 98.9 7cp 83.0 7cs 98.9 8cp 98.9 8cs 98.9 9ws \ 98.9 -wind 100 -no_vortex -do_time -ans_report Time To Ballast Tanks & Find Equilibrium : CP= 0.24 Time To Write Summaries : CP= 0.05 Computing Righting Arms ======================= Time for Righting Arms : CP= 2.61 Setting Pressure Name for S44 to D5.5 ===================================== Time for Strip Theory For S44 : CP= 0.05 Setting Drift Name for S44 to D5.5 ================================== Time to Sum Pressures For 181 Panels on S44 : CP= 0.04 Time To Set Up Convolution For D5.5 : CP= 0.01 Process tran|a, Nominal Condition Time To Ballast Tanks & Find Equilibrium : CP= 0.14 Time To Define Load Cases : CP= 0.71 Time To Compute RAOs : CP= 0.33 Max Gs Over All Cases For J_STRUCT: Long = 0.10, Trans = 0.18, Vert = 0.22 Maximum Roll Heading Height Period Gamma Roll 90.00 7.10 7.50 1.00 1.54 90.00 7.10 8.50 1.00 2.65 135.00 7.10 7.50 1.00 0.83 135.00 7.10 8.50 1.00 1.59 180.00 7.10 7.50 1.00 0.04 180.00 7.10 8.50 1.00 0.08 Maximum Roll Angle Over All Cases = 2.6 Time For Frequency Domain Post-Processing : CP= 0.14 Time For Time Synthesis Post-Processing : CP= 0.45 Solving Still Water Without Tiedowns ==================================== Time To Generate Load Cases : CP= 0.07 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.02 Time to Complete Nodal Loads : CP= 0.00 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: 3.2 Sig. Figures Lost At *PGA112 In Direction Z ============================================================= *** WARNING: 3.1 Sig. Figures Lost At *PGA142 In Direction Z ============================================================= *** WARNING: 3.2 Sig. Figures Lost At *PGB112 In Direction Z ============================================================= *** WARNING: 3.1 Sig. Figures Lost At *PGB142 In Direction Z ============================================================= *** WARNING: 3.1 Sig. Figures Lost At *PGB312 In Direction Z ============================================================= *** WARNING: 3.2 Sig. Figures Lost At *PGB342 In Direction Z ============================================================= *** WARNING: 3.0 Sig. Figures Lost At *PGA312 In Direction Z ============================================================= *** WARNING: 3.2 Sig. Figures Lost At *PGA342 In Direction Z ============================================================= Time to Factor Stiffness Matrix : CP= 0.08 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= 0.02 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= 0.02 Solving Mean Load Cases ======================= Time To Generate Load Cases : CP= 0.16 Time To Generate Load Cases : CP= 0.18 Time To Generate Load Cases : CP= 0.17 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.11 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.03 Time to Form Global Stiffness Matrix : CP= 0.01 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.2 Sig. Figures Lost At *PGA112 In Direction Z ============================================================= *** WARNING: 3.1 Sig. Figures Lost At *PGA142 In Direction Z ============================================================= *** WARNING: 3.2 Sig. Figures Lost At *PGB112 In Direction Z ============================================================= *** WARNING: 3.1 Sig. Figures Lost At *PGB142 In Direction Z ============================================================= *** WARNING: 3.1 Sig. Figures Lost At *PGB312 In Direction Z ============================================================= *** WARNING: 3.2 Sig. Figures Lost At *PGB342 In Direction Z ============================================================= *** WARNING: 3.0 Sig. Figures Lost At *PGA312 In Direction Z ============================================================= *** WARNING: 3.2 Sig. Figures Lost At *PGA342 In Direction Z ============================================================= Time to Factor Stiffness Matrix : CP= 0.06 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.00 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 =========================================== Time to Solve Boundary Relations of DEFAULT : CP= 0.20 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.01 Time to Store Deflections : CP= 0.00 Time to Store Element Internal Loads : CP= 0.02 Solving Time Load Cases ======================= Time To Generate Load Cases : CP= 4.18 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= 0.00 Time to Form Element Matricies : CP= 0.19 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.2 Sig. Figures Lost At *PGA112 In Direction Z ============================================================= *** WARNING: 3.1 Sig. Figures Lost At *PGA142 In Direction Z ============================================================= *** WARNING: 3.2 Sig. Figures Lost At *PGB112 In Direction Z ============================================================= *** WARNING: 3.1 Sig. Figures Lost At *PGB142 In Direction Z ============================================================= *** WARNING: 3.1 Sig. Figures Lost At *PGB312 In Direction Z ============================================================= *** WARNING: 3.2 Sig. Figures Lost At *PGB342 In Direction Z ============================================================= *** WARNING: 3.0 Sig. Figures Lost At *PGA312 In Direction Z ============================================================= *** WARNING: 3.2 Sig. Figures Lost At *PGA342 In Direction Z ============================================================= Time to Factor Stiffness Matrix : CP= 0.09 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.01 Load Case A090A|01 Converged in 1 Iterations ============================================ Load Case A090A|02 Converged in 1 Iterations ============================================ Load Case A090A|03 Converged in 1 Iterations ============================================ Load Case A090A|04 Converged in 1 Iterations ============================================ Load Case A090A|05 Converged in 1 Iterations ============================================ Load Case A090A|06 Converged in 1 Iterations ============================================ Load Case A090A|07 Converged in 1 Iterations ============================================ Load Case A090A|08 Converged in 1 Iterations ============================================ Load Case A090A|09 Converged in 1 Iterations ============================================ Load Case B090A|01 Converged in 1 Iterations ============================================ Load Case B090A|02 Converged in 1 Iterations ============================================ Load Case B090A|03 Converged in 1 Iterations ============================================ Load Case B090A|04 Converged in 1 Iterations ============================================ Load Case B090A|05 Converged in 1 Iterations ============================================ Load Case B090A|06 Converged in 1 Iterations ============================================ Load Case B090A|07 Converged in 1 Iterations ============================================ Load Case B090A|08 Converged in 1 Iterations ============================================ Load Case B090A|09 Converged in 1 Iterations ============================================ Load Case A135A|01 Converged in 1 Iterations ============================================ Load Case A135A|02 Converged in 1 Iterations ============================================ Load Case A135A|03 Converged in 1 Iterations ============================================ Load Case A135A|04 Converged in 1 Iterations ============================================ Load Case A135A|05 Converged in 1 Iterations ============================================ Load Case A135A|06 Converged in 1 Iterations ============================================ Load Case A135A|07 Converged in 1 Iterations ============================================ Load Case A135A|08 Converged in 1 Iterations ============================================ Load Case A135A|09 Converged in 1 Iterations ============================================ Load Case A135A|10 Converged in 1 Iterations ============================================ Load Case A135A|11 Converged in 1 Iterations ============================================ Load Case B135A|01 Converged in 1 Iterations ============================================ Load Case B135A|02 Converged in 1 Iterations ============================================ Load Case B135A|03 Converged in 1 Iterations ============================================ Load Case B135A|04 Converged in 1 Iterations ============================================ Load Case B135A|05 Converged in 1 Iterations ============================================ Load Case B135A|06 Converged in 1 Iterations ============================================ Load Case B135A|07 Converged in 1 Iterations ============================================ Load Case B135A|08 Converged in 1 Iterations ============================================ Load Case B135A|09 Converged in 1 Iterations ============================================ Load Case A180A|01 Converged in 1 Iterations ============================================ Load Case A180A|02 Converged in 1 Iterations ============================================ Load Case A180A|03 Converged in 1 Iterations ============================================ Load Case A180A|04 Converged in 1 Iterations ============================================ Load Case A180A|05 Converged in 1 Iterations ============================================ Load Case A180A|06 Converged in 1 Iterations ============================================ Load Case A180A|07 Converged in 1 Iterations ============================================ Load Case A180A|08 Converged in 1 Iterations ============================================ Load Case A180A|09 Converged in 1 Iterations ============================================ Load Case A180A|10 Converged in 1 Iterations ============================================ Load Case A180A|11 Converged in 1 Iterations ============================================ Load Case B180A|01 Converged in 1 Iterations ============================================ Load Case B180A|02 Converged in 1 Iterations ============================================ Load Case B180A|03 Converged in 1 Iterations ============================================ Load Case B180A|04 Converged in 1 Iterations ============================================ Load Case B180A|05 Converged in 1 Iterations ============================================ Load Case B180A|06 Converged in 1 Iterations ============================================ Load Case B180A|07 Converged in 1 Iterations ============================================ Load Case B180A|08 Converged in 1 Iterations ============================================ Load Case B180A|09 Converged in 1 Iterations ============================================ Time to Solve Boundary Relations of DEFAULT : CP= 0.31 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.01 Time to Store Deflections : CP= 0.00 Time to Store Element Internal Loads : CP= 0.04 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.45 >&name s_case +++ S T R U C T U R A L S O L U T I O N C A S E +++ ======================================================= 090|M|A 135|M|A 180|M|A A090A|01 A090A|02 A090A|03 A090A|04 A090A|05 A090A|06 A090A|07 A090A|08 A090A|09 A135A|01 A135A|02 A135A|03 A135A|04 A135A|05 A135A|06 A135A|07 A135A|08 A135A|09 A135A|10 A135A|11 A180A|01 A180A|02 A180A|03 A180A|04 A180A|05 A180A|06 A180A|07 A180A|08 A180A|09 A180A|10 A180A|11 B090A|01 B090A|02 B090A|03 B090A|04 B090A|05 B090A|06 B090A|07 B090A|08 B090A|09 B135A|01 B135A|02 B135A|03 B135A|04 B135A|05 B135A|06 B135A|07 B135A|08 B135A|09 B180A|01 B180A|02 B180A|03 B180A|04 B180A|05 B180A|06 B180A|07 B180A|08 B180A|09 STILLA >inst_spost Time To Check Tiedowns : CP= 0.05 Time To Report Restraints : CP= 0.00 Time For Code Check : CP= 0.53 Time For Beam Loads : CP= 0.00 Time For Plate Loads : CP= 0.00 Time For Joint Punching & Crushing : CP= 0.54 >i_finish MOSES Finished Normally ========================= CP Time 14.97 ======================== Total Units 14.97 ========================