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: /smb/software/devlop/ultra//hdesk/tools/vessels/cbarges/tdmar251.dat Defining Deck with file ../data/dk_exer.dat =========================================== Loading File: /smb/software/devlop/ultra//hdesk/convert/sac.mac Setting Orientation *** WARNING: Top Node Is Not Defined for Deck ============================================= Finished Defining Deck Time To perform Inmodel : CP= 0.43 >setup Defining Upending Tanks Deck Weight, CG = 3422 51.40 -1.80 62.80 Deck Radii = 28.20 34.40 37.90 Deck Max Buoy. = 822 Time To Set Up : CP= 0.22 >inst_transp -s_cond h 5 10 s 4 11 v 6 12 -wind 100 50 40 0 -draft 8 \ -trim 0.57 Time To Compute Distributed Barge Ballast : CP= 0.11 Time To Write Summaries : CP= 0.05 Computing Righting Arms ======================= *** WARNING: Stability Case 1 Fails Range Criteria ================================================== Time for Righting Arms : CP= 0.40 Setting Pressure Name for TDMAR251 to D8.0 ========================================== Time for Strip Theory For TDMAR251 : CP= 0.12 Setting Drift Name for TDMAR251 to D8.0 ======================================= Time to Sum Pressures For 420 Panels on TDMAR251: CP= 0.04 Time To Set Up Convolution For D8.0 : CP= 0.01 Process tran|a, Nominal Condition Ballast Check Is OK =================== Time To Compute Distributed Barge Ballast : CP= 0.08 Time To Define Load Cases : CP= 0.49 Time To Compute RAOs : CP= 0.55 Max Gs Over All Cases For DECK: Long = 0.03, Trans = 0.16, Vert = 0.06 Maximum Roll Heading Height Period Gamma Roll 0.00 5.00 10.00 1.00 0.21 0.00 4.00 11.00 1.00 0.15 0.00 6.00 12.00 1.00 0.20 45.00 5.00 10.00 1.00 3.99 45.00 4.00 11.00 1.00 2.89 45.00 6.00 12.00 1.00 3.91 90.00 5.00 10.00 1.00 6.15 90.00 4.00 11.00 1.00 4.44 90.00 6.00 12.00 1.00 5.99 135.00 5.00 10.00 1.00 3.89 135.00 4.00 11.00 1.00 2.82 135.00 6.00 12.00 1.00 3.81 180.00 5.00 10.00 1.00 0.22 180.00 4.00 11.00 1.00 0.15 180.00 6.00 12.00 1.00 0.20 225.00 5.00 10.00 1.00 3.98 225.00 4.00 11.00 1.00 2.88 225.00 6.00 12.00 1.00 3.90 270.00 5.00 10.00 1.00 6.15 270.00 4.00 11.00 1.00 4.44 270.00 6.00 12.00 1.00 5.99 315.00 5.00 10.00 1.00 3.91 315.00 4.00 11.00 1.00 2.83 315.00 6.00 12.00 1.00 3.83 Maximum Roll Angle Over All Cases = 6.2 Time For Frequency Domain Post-Processing : CP= 0.41 Solving Still Water Without Tiedowns ==================================== Time To Generate Load Cases : CP= 0.03 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= 0.01 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 *** WARNING: 3.1 Sig. Figures Lost At *J0103 In Direction RY ============================================================ *** WARNING: 3.1 Sig. Figures Lost At *J0104 In Direction RY ============================================================ *** WARNING: 3.1 Sig. Figures Lost At *J0107 In Direction RY ============================================================ *** WARNING: 3.1 Sig. Figures Lost At *J0108 In Direction RY ============================================================ 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= 0.01 Solving Mean Load Cases ======================= Time To Generate Load Cases : CP= 0.06 Time To Generate Load Cases : CP= 0.06 Time To Generate Load Cases : CP= 0.05 Time To Generate Load Cases : CP= 0.05 Time To Generate Load Cases : CP= 0.06 Time To Generate Load Cases : CP= 0.06 Time To Generate Load Cases : CP= 0.05 Time To Generate Load Cases : CP= 0.06 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.05 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.01 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: 3.1 Sig. Figures Lost At *J0103 In Direction RY ============================================================ *** WARNING: 3.1 Sig. Figures Lost At *J0104 In Direction RY ============================================================ *** WARNING: 3.1 Sig. Figures Lost At *J0107 In Direction RY ============================================================ *** WARNING: 3.1 Sig. Figures Lost At *J0108 In Direction RY ============================================================ 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 Solving Frequency Load Cases ============================ Time To Generate Load Cases : CP= 0.18 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= 0.13 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.1 Sig. Figures Lost At *J0103 In Direction RY ============================================================ *** WARNING: 3.1 Sig. Figures Lost At *J0104 In Direction RY ============================================================ *** WARNING: 3.1 Sig. Figures Lost At *J0107 In Direction RY ============================================================ *** WARNING: 3.1 Sig. Figures Lost At *J0108 In Direction RY ============================================================ Time to Factor Stiffness Matrix : CP= 0.02 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.02 Time to Store Deflections : CP= 0.00 Time to Store Element Internal Loads : CP= 0.05 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.17 Time To Read Duration Data : CP= 0.01 >inst_spost Time To Check Tiedowns : CP= 0.01 Time To Check Support Cans : CP= 0.01 Time To Report Restraints : CP= 0.00 Time For Code Check : CP= 0.27 Time For Beam Loads : CP= 0.01 Time For Plate Loads : CP= 0.00 Time For Joint Punching & Crushing : CP= 0.04 Time for Fatigue with SN XP : CP= 0.03 Time for Beam Fatigue : CP= 0.29 >i_finish MOSES Finished with 2 Warnings ================================= CP Time 5.12 ======================== Total Units 5.12 ========================