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 >&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: /smb/software/devlop/ultra//hdesk/tools/vessels/cbarges/ches_tra.dat Defining Deck with file deck.dat ================================ Loading File: /smb/software/devlop/ultra//hdesk/convert/sac.mac Setting Orientation Finished Defining Deck Time To perform Inmodel : CP= 0.52 >setup Defining Upending Tanks Deck Weight, CG = 2136 -0.80 -2.30 72.70 Deck Radii = 30.90 32.10 37.80 Deck Max Buoy. = 502 Time To Set Up : CP= 0.28 >inst_tran -s_cond h 14.0 6.5 s 14.0 7.0 y 14.0 7.5 -wind 100.00 -tieten Time To Compute Distributed Barge Ballast : CP= 0.14 Time To Write Summaries : CP= 0.04 Computing Righting Arms ======================= Time for Righting Arms : CP= 1.35 Setting Pressure Name for CHES_TRA to D7.8 ========================================== Time for Strip Theory For CHES_TRA : CP= 0.14 Setting Drift Name for CHES_TRA to D7.8 ======================================= Time to Sum Pressures For 450 Panels on CHES_TRA: CP= 0.05 Time To Set Up Convolution For D7.8 : CP= 0.01 Process tran|a, Nominal Condition Ballast Check Is OK =================== Time To Compute Distributed Barge Ballast : CP= 0.12 Time To Define Load Cases : CP= 0.73 Time To Compute RAOs : CP= 0.94 Max Gs Over All Cases For DECK: Long = 0.16, Trans = 0.69, Vert = 0.29 Maximum Roll Heading Height Period Gamma Roll 0.00 14.00 6.50 1.00 1.49 0.00 14.00 7.00 1.00 1.51 0.00 14.00 7.50 1.00 1.47 45.00 14.00 6.50 1.00 13.26 45.00 14.00 7.00 1.00 13.63 45.00 14.00 7.50 1.00 13.54 90.00 14.00 6.50 1.00 19.80 90.00 14.00 7.00 1.00 20.30 90.00 14.00 7.50 1.00 20.14 135.00 14.00 6.50 1.00 13.01 135.00 14.00 7.00 1.00 13.35 135.00 14.00 7.50 1.00 13.25 180.00 14.00 6.50 1.00 1.49 180.00 14.00 7.00 1.00 1.50 180.00 14.00 7.50 1.00 1.47 225.00 14.00 6.50 1.00 13.64 225.00 14.00 7.00 1.00 14.01 225.00 14.00 7.50 1.00 13.91 270.00 14.00 6.50 1.00 19.76 270.00 14.00 7.00 1.00 20.26 270.00 14.00 7.50 1.00 20.10 315.00 14.00 6.50 1.00 12.43 315.00 14.00 7.00 1.00 12.79 315.00 14.00 7.50 1.00 12.72 Maximum Roll Angle Over All Cases = 20.3 Time For Frequency Domain Post-Processing : CP= 0.45 Solving Still Water Without Tiedowns ==================================== Time To Generate Load Cases : CP= 0.04 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.01 Time to Complete Nodal Loads : CP= 0.01 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.02 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.3 Sig. Figures Lost At *D0014 In Direction X ============================================================ Time to Factor Stiffness Matrix : CP= 0.01 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= 0.01 Solving Mean Load Cases ======================= Time To Generate Load Cases : CP= 0.07 Time To Generate Load Cases : CP= 0.09 Time To Generate Load Cases : CP= 0.07 Time To Generate Load Cases : CP= 0.08 Time To Generate Load Cases : CP= 0.08 Time To Generate Load Cases : CP= 0.09 Time To Generate Load Cases : CP= 0.09 Time To Generate Load Cases : CP= 0.07 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.06 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 Time to Factor Stiffness Matrix : CP= 0.01 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 Frequency Load Cases ============================ Time To Generate Load Cases : CP= 0.30 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.01 Time to Complete Nodal Loads : CP= 0.01 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.18 Time to Form Global Stiffness Matrix : CP= 0.01 Time to Form Global Load Matrix : CP= 0.01 Time to Factor Stiffness Matrix : CP= 0.04 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.02 Time to Store Deflections : CP= 0.01 Time to Store Element Internal Loads : CP= 0.03 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.17 >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= 0.36 Time For Beam Loads : CP= 0.00 Time For Plate Loads : CP= 0.00 Time For Joint Punching & Crushing : CP= 0.09 >i_finish MOSES Finished Normally ========================= CP Time 7.40 ======================== Total Units 7.40 ========================