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 file -fig y >&dimen -dimen feet kips >&set launch = .true. >&set transportation = .true. >&set loadout = .true. >&set upend = .true. >&set lift = .false. >inmodel Loading File: /smb/software/devlop/ultra//hdesk/tools/install/macros/install.mac Defining Vessel with: /smb/software/devlop/ultra//hdesk/tools/vessels/lbarges/i627.dat Defining Jacket with file ../data/big_jack.dat ============================================== Loading File: /smb/software/devlop/ultra//hdesk/convert/sac.mac Setting Orientation Finished Defining Jacket Time To perform Inmodel : CP= 0.84 >setup Defining Upending Tanks Jacket Weight, CG = 45553 -0.80 50.20 6.10 Jacket Radii = 31.90 25.00 35.10 Jacket Max Buoy. = 57358 Time To Set Up : CP= 1.69 >inst_launch -friction .06 -draft 5.49 -trim 2.95 -nonlinear -winch .5 Looping Over 1 Launch Condition(s) ================================== Process laun|a, Nominal Condition Time To Compute Distributed Barge Ballast : CP= 0.42 +++ B U O Y A N C Y A N D W E I G H T F O R I 6 2 7 +++ =============================================================== Process is LAUN|A: Units Are Degrees, Meters, and KN Unless Specified Results Are Reported In Body System Draft = 0.93 Roll Angle = 0.00 Pitch Angle = 2.95 Wet Radii Of Gyration About CG K-X = 15.93 K-Y = 54.68 K-Z = 55.27 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part I627 ------------ LOAD_GRO 418151.06 116.90 0.09 5.87 ======== ======== ======= ======= ======= Total 418151.06 116.90 0.09 5.87 Buoyancy 463702.81 113.60 0.00 3.35 +++ B U O Y A N C Y A N D W E I G H T F O R J A C K E T +++ =================================================================== Process is LAUN|A: Units Are Degrees, Meters, and KN Unless Specified Results Are Reported In Body System Draft = -12.30 Roll Angle = 0.00 Pitch Angle = 2.94 Wet Radii Of Gyration About CG K-X = 24.96 K-Y = 31.93 K-Z = 35.06 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part JACKET ------------ ELEMENTS 45552.92 39.06 -0.85 14.90 ======== ======== ======= ======= ======= Total 45552.83 39.06 -0.85 14.90 Buoyancy 0.00 0.00 0.00 0.00 +++ D R A F T M A R K R E A D I N G S +++ ============================================= Process is LAUN|A: Units Are Degrees, Meters, and KN Unless Specified Name Draft Name Draft Name Draft Name Draft -------- -------- -------- -------- -------- -------- -------- -------- P_AFT 10.05 P_BOW 0.94 P_MID 5.49 S_AFT 10.05 S_BOW 0.94 S_MID 5.49 +++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ =============================================================== Process is LAUN|A: Units Are Degrees, Meters, and KN Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- I627 Location 0.00 0.00 -0.93 0.00 2.95 0.00 N Force 0.10 -1.93 -1.05 -485 -96 -180 JACKET Location 42.40 0.00 12.30 0.00 2.94 0.00 N Force -0.05 1.93 0.03 -82 -4 70 +++ L A U N C H W A Y G E O M E T R Y +++ ============================================= Process is LAUN|A: Units Are Degrees, Meters, and KN Unless Specified Body /--- Joints ----/ Fric. Start Of /----- Tilt Pin ------/ Name Leading Trailing Coef. Skidway X Y Z Angle Depth -------- -------- -------- ----- -------- ------- ------- ------- ----- ----- I627 *J705 *J105 0.06 0.00 177.16 8.00 7.62 90.00 7.78 I627 *J703 *J103 0.06 0.00 177.16 -8.00 7.62 90.00 7.78 Start laun|a ============ Draft Amidships = 5.49 M, Trim = 2.95 Deg Draft at Bow = 0.93 M LAUNCH EVENTS SUMMARY ===================== Time Change Jac. Roll Jac. Pitch Length of (Sec) in (Deg) (Deg) Leg on Time Deck --------- --------- --------- --------- --------- Saving Database 5.00 5.00 -0.00 2.97 132.76 Saving Database 10.00 10.00 -0.00 3.01 130.27 Saving Database 15.00 15.00 -0.00 3.05 127.78 Saving Database 20.00 20.00 -0.00 3.09 125.29 Saving Database 25.00 25.00 -0.00 3.13 122.80 Saving Database 30.00 30.00 -0.00 3.17 120.31 Saving Database 35.00 35.00 -0.00 3.21 117.82 Jacket Slides 39.00 39.00 -0.00 3.25 115.83 Saving Database 40.00 1.00 -0.00 3.26 115.34 Saving Database 45.00 6.00 -0.00 3.30 112.84 Saving Database 50.00 11.00 -0.00 3.34 110.34 Saving Database 55.00 16.00 -0.00 3.38 107.84 Saving Database 60.00 21.00 -0.00 3.43 105.32 Saving Database 65.00 26.00 -0.00 3.47 102.78 Saving Database 70.00 31.00 -0.00 3.51 100.06 Saving Database 75.00 36.00 -0.00 3.56 96.93 Saving Database 80.00 41.00 -0.00 3.62 93.18 Saving Database 85.00 46.00 -0.00 3.70 88.52 Saving Database 90.00 51.00 -0.00 3.79 82.62 Saving Database 95.00 56.00 -0.00 3.91 75.04 Saving Database 100.00 61.00 -0.00 4.06 65.25 Saving Database 105.00 66.00 -0.00 4.26 52.52 Jacket Tips 109.50 70.50 -0.00 4.50 38.04 Saving Database 109.75 0.25 -0.00 4.55 37.18 Saving Database 112.25 2.75 -0.00 8.88 29.07 Saving Database 114.75 5.25 -0.02 16.99 18.66 Saving Database 117.25 7.75 -0.04 22.22 5.47 Jacket Separates 118.50 9.00 -0.01 23.73 0.00 Saving Database 122.25 3.75 0.75 24.08 0.00 Saving Database 129.75 11.25 3.99 13.52 0.00 Saving Database 137.25 18.75 2.73 -4.08 0.00 Saving Database 144.75 26.25 -0.13 -17.02 0.00 Jacket Oscillates 150.75 32.25 0.82 -14.23 0.00 Saving Database 152.25 33.75 0.53 -14.53 0.00 Jacket Oscillates 154.50 36.00 0.00 -15.33 0.00 Jacket Oscillates 159.00 40.50 0.50 -13.56 0.00 Saving Database 159.75 41.25 0.55 -13.48 0.00 Jacket Oscillates 164.25 45.75 0.13 -15.42 0.00 Simulation Terminated at Spec. Oscillation ========================================== Time For Time Domain : CP= 5.49 *** Launch Process laun|a on Barge i627 *** ============================================= Draft Midships = 5.49 M Trim Angle = 2.95 Deg ============================================== Beginning of Simulation = 0.00 Sec End of Simulation = 164.25 Sec Time Jkt T.E. Passes Bow = 0.00 Sec Initial Conditions: Jacket Weight = 45553 KN Jacket CG, in Part Sys = -0.80 50.20 6.10 M Jacket Buoyancy = 57358 KN Jacket CB, in Body Sys = 37.40 -0.40 15.20 M Draft Midships = 5.49 M Trim Angle By Stern = 2.95 Deg Required Ballast = 232441 KN @ 133.63 M aft of bow When Jacket Tips: Time = 109.50 Sec Length of Leg on Deck = 38.04 M Port Rocker Load = 24128 KN Stbd Rocker Load = 19325 KN Total Rocker Load = 43454 KN Percent of Jkt Weight = 95 % Jacket Trim Angle = 4.50 Deg Barge Trim Angle = 4.47 Deg Jacket Displacement = 1895 KN When Jacket Separates: Time = 118.50 Sec Len of Leg on Deck = 0.51 M Port Rocker Load = 5511 KN Stbd Rocker Load = 3104 KN Total Rocker Load = 8616 KN Percent of Jkt Weight = 18 % Jacket Trim Angle = 23.73 Deg Barge Trim Angle = 3.73 Deg Maxima: Jacket Displacement = 51723 KN Jacket Trim Angle = 25.11 Deg Jacket Roll Angle = 4.56 Deg Jacket Yaw Angle = 1.48 Deg Jacket CG Long. Velocity = 5.53 M/Sec Jacket CG Vert. Velocity = -1.81 M/Sec Jacket Dive Depth = 52.75 M Barge Trim Angle = 4.51 Deg Barge Roll Angle = -0.00 Deg Barge Yaw Angle = 0.01 Deg Barge CG Long. Velocity = -0.87 M/Sec Barge Keel Submergence = 12.38 M Minima: Jacket Trim Angle = -17.02 Deg Jacket Roll Angle = -0.13 Deg Jacket Yaw Angle = -0.00 Deg Jacket Bottom Clearance = 38.25 M Barge Roll Angle = -0.21 Deg Barge Yaw Angle = -0.35 Deg Time For Launch Summary : CP= 0.34 End of laun|a ============= Ballast Check Is OK =================== Time To Compute Distributed Barge Ballast : CP= 0.09 Best Launch is laun|a ===================== Draft Amidships = 5.49 M, Trim = 2.95 Deg Draft at Bow = 0.93 M Time For Launch Summary : CP= 0.34 Time For Launch Reports : CP= 0.39 Time To Generate Load Cases : CP= 0.05 Preparing Load Case 77.39 with Point Loads Time To Generate Load Cases : CP= 0.06 Preparing Load Case 79.02 with Point Loads Time To Generate Load Cases : CP= 0.05 Preparing Load Case 80.55 with Point Loads Time To Generate Load Cases : CP= 0.06 Preparing Load Case 90.36 with Point Loads Time To Generate Load Cases : CP= 0.06 Preparing Load Case 96.93 with Point Loads Time To Generate Load Cases : CP= 0.05 Preparing Load Case 99.51 with Point Loads Time To Generate Load Cases : CP= 0.06 Preparing Load Case 101.77 with Point Loads Time To Generate Load Cases : CP= 0.05 Preparing Load Case 104.31 with Point Loads Time To Generate Load Cases : CP= 0.06 Preparing Load Case 106.55 with Point Loads Time To Generate Load Cases : CP= 0.06 Preparing Load Case 107.43 with Point Loads Time To Generate Load Cases : CP= 0.05 Preparing Load Case 107.78 with Point Loads Time To Generate Load Cases : CP= 0.06 Preparing Load Case 108.29 with Point Loads Time To Generate Load Cases : CP= 0.06 Preparing Load Case 109.00 with Point Loads Time To Generate Load Cases : CP= 0.06 Preparing Load Case 109.12 with Point Loads Time To Generate Load Cases : CP= 0.05 Preparing Load Case la109.93 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.07 Preparing Load Case la111.00 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.06 Preparing Load Case la112.09 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.06 Preparing Load Case la113.07 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.07 Preparing Load Case la113.91 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.06 Preparing Load Case la114.47 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.06 Preparing Load Case la114.99 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.06 Preparing Load Case la115.49 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.06 Preparing Load Case la115.98 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.05 Preparing Load Case la116.56 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.08 Preparing Load Case la117.14 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.06 Preparing Load Case la117.74 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.07 Preparing Load Case la117.95 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.05 Preparing Load Case la120.50 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.08 Preparing Load Case la122.50 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.07 Preparing Load Case la124.50 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.07 Preparing Load Case la126.50 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.07 Preparing Load Case la128.50 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.08 Preparing Load Case la130.50 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.08 Preparing Load Case la132.50 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.08 Preparing Load Case la134.50 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.06 Preparing Load Case la136.50 with 30.48 Length Rocker Time To Generate Load Cases : CP= 0.07 Preparing Load Case la138.50 with 30.48 Length Rocker Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.03 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.01 Time to Form Element Matricies : CP= 0.24 Time to Form Global Stiffness Matrix : CP= 0.01 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.0 Sig. Figures Lost At *J2016 In Direction Y ============================================================ *** WARNING: 3.3 Sig. Figures Lost At *J17 In Direction Y ========================================================== Time to Factor Stiffness Matrix : CP= 0.40 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.01 Load Case LA077.39 Converged in 2 Iterations ============================================ Load Case LA079.02 Converged in 2 Iterations ============================================ Load Case LA080.55 Converged in 2 Iterations ============================================ Load Case LA090.36 Converged in 1 Iterations ============================================ Load Case LA096.93 Converged in 1 Iterations ============================================ Load Case LA099.51 Converged in 2 Iterations ============================================ Load Case LA101.77 Converged in 2 Iterations ============================================ Load Case LA104.31 Converged in 3 Iterations ============================================ Load Case LA106.55 Converged in 3 Iterations ============================================ Load Case LA107.43 Converged in 4 Iterations ============================================ Load Case LA107.78 Converged in 4 Iterations ============================================ Load Case LA108.29 Converged in 4 Iterations ============================================ Load Case LA109.00 Converged in 4 Iterations ============================================ Load Case LA109.12 Converged in 5 Iterations ============================================ Load Case LA109.93 Converged in 3 Iterations ============================================ Load Case LA111.00 Converged in 2 Iterations ============================================ Load Case LA112.09 Converged in 2 Iterations ============================================ Load Case LA113.07 Converged in 3 Iterations ============================================ Load Case LA113.91 Converged in 2 Iterations ============================================ Load Case LA114.47 Converged in 3 Iterations ============================================ Load Case LA114.99 Converged in 2 Iterations ============================================ Load Case LA115.49 Converged in 3 Iterations ============================================ Load Case LA115.98 Converged in 3 Iterations ============================================ Load Case LA116.56 Converged in 2 Iterations ============================================ Load Case LA117.14 Converged in 2 Iterations ============================================ Load Case LA117.74 Converged in 1 Iterations ============================================ Load Case LA117.95 Converged in 1 Iterations ============================================ Load Case LA120.50 Converged in 1 Iterations ============================================ Load Case LA122.50 Converged in 1 Iterations ============================================ Load Case LA124.50 Converged in 1 Iterations ============================================ Load Case LA126.50 Converged in 1 Iterations ============================================ Load Case LA128.50 Converged in 1 Iterations ============================================ Load Case LA130.50 Converged in 1 Iterations ============================================ Load Case LA132.50 Converged in 1 Iterations ============================================ Load Case LA134.50 Converged in 1 Iterations ============================================ Load Case LA136.50 Converged in 1 Iterations ============================================ Load Case LA138.50 Converged in 1 Iterations ============================================ Time to Solve Boundary Relations of DEFAULT : CP= 0.57 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.03 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= 0.08 >inst_transp -s_cond h 8.7 12.5 s 7.3 8.9 y 6.2 8.0 -wind 83.19 -duration \ ../data/env.dat Ballast Check Is OK =================== Time To Compute Distributed Barge Ballast : CP= 0.29 Time To Write Summaries : CP= 0.22 Computing Righting Arms ======================= Time for Righting Arms : CP= 1.69 Setting Pressure Name for I627 to D4.6 ====================================== Time for Strip Theory For I627 : CP= 0.09 Setting Drift Name for I627 to D4.6 =================================== Time to Sum Pressures For 285 Panels on I627 : CP= 0.04 Time To Set Up Convolution For D4.6 : CP= 0.01 Process tran|a, Nominal Condition Ballast Check Is OK =================== Time To Compute Distributed Barge Ballast : CP= 0.20 Time To Define Load Cases : CP= 1.23 Time To Compute RAOs : CP= 1.35 Max Gs Over All Cases For JACKET: Long = 0.10, Trans = 0.62, Vert = 0.24 Maximum Roll Heading Height Period Gamma Roll 0.00 8.70 12.50 1.00 0.00 0.00 7.30 8.90 1.00 0.00 0.00 6.20 8.00 1.00 0.00 45.00 8.70 12.50 1.00 5.44 45.00 7.30 8.90 1.00 4.67 45.00 6.20 8.00 1.00 3.66 90.00 8.70 12.50 1.00 16.08 90.00 7.30 8.90 1.00 18.64 90.00 6.20 8.00 1.00 16.44 135.00 8.70 12.50 1.00 5.38 135.00 7.30 8.90 1.00 4.56 135.00 6.20 8.00 1.00 3.56 180.00 8.70 12.50 1.00 0.00 180.00 7.30 8.90 1.00 0.00 180.00 6.20 8.00 1.00 0.00 225.00 8.70 12.50 1.00 5.39 225.00 7.30 8.90 1.00 4.57 225.00 6.20 8.00 1.00 3.57 270.00 8.70 12.50 1.00 16.08 270.00 7.30 8.90 1.00 18.64 270.00 6.20 8.00 1.00 16.44 315.00 8.70 12.50 1.00 5.44 315.00 7.30 8.90 1.00 4.66 315.00 6.20 8.00 1.00 3.65 Maximum Roll Angle Over All Cases = 18.6 Time For Frequency Domain Post-Processing : CP= 0.43 Solving Still Water Without Tiedowns ==================================== Time To Generate Load Cases : CP= 0.06 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.03 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.01 Time to Form Element Matricies : CP= 0.06 Time to Form Global Stiffness Matrix : CP= 0.01 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.3 Sig. Figures Lost At *J17 In Direction X ========================================================== Time to Factor Stiffness Matrix : CP= 0.35 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.01 Load Case STILLA Converged in 2 Iterations ========================================== Time to Solve Boundary Relations of DEFAULT : CP= 0.02 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.01 Time to Store Deflections : CP= 0.01 Time to Store Element Internal Loads : CP= 0.04 Solving Mean Load Cases ======================= Time To Generate Load Cases : CP= 0.14 Time To Generate Load Cases : CP= 0.18 Time To Generate Load Cases : CP= 0.14 Time To Generate Load Cases : CP= 0.16 Time To Generate Load Cases : CP= 0.15 Time To Generate Load Cases : CP= 0.14 Time To Generate Load Cases : CP= 0.13 Time To Generate Load Cases : CP= 0.15 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.10 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.01 Time to Form Element Matricies : CP= 0.09 Time to Form Global Stiffness Matrix : CP= 0.01 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.3 Sig. Figures Lost At *J17 In Direction X ========================================================== Time to Factor Stiffness Matrix : CP= 0.37 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.01 Load Case 000|M|A Converged in 2 Iterations =========================================== Load Case 045|M|A Converged in 2 Iterations =========================================== Load Case 090|M|A Converged in 2 Iterations =========================================== Load Case 135|M|A Converged in 2 Iterations =========================================== Load Case 180|M|A Converged in 2 Iterations =========================================== Load Case 225|M|A Converged in 2 Iterations =========================================== Load Case 270|M|A Converged in 2 Iterations =========================================== Load Case 315|M|A Converged in 2 Iterations =========================================== Time to Solve Boundary Relations of DEFAULT : CP= 0.58 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.01 Time to Store Deflections : CP= 0.01 Time to Store Element Internal Loads : CP= 0.05 Solving Frequency Load Cases ============================ Time To Generate Load Cases : CP= 0.45 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.03 Time to Complete Nodal Loads : CP= 0.02 Time to Define Stiffness Blocks : CP= 0.01 Time to Form Element Matricies : CP= 0.68 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.01 *** WARNING: 3.3 Sig. Figures Lost At *J17 In Direction X ========================================================== Time to Factor Stiffness Matrix : CP= 0.54 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.19 Time to Store Deflections : CP= 0.02 Time to Store Element Internal Loads : CP= 0.24 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.23 Time To Read Duration Data : CP= 0.02 >inst_loadout -gapdis 30/3.28 -lenskd 508/3.28 -fxloc 42 +++ P R O P E R T I E S O F S U P P O R T N O D E S +++ ============================================================= Distance From Trailing Edge to Node (in M): *J105 = 0.000 *J291 = 6.103 *J290 = 12.205 *J387 = 17.440 *J205 = 22.675 *J491 = 29.612 *J492 = 36.548 *J493 = 42.209 *J305 = 47.870 *J496 = 61.113 *J405 = 71.553 *J505 = 92.716 *J705 = 95.236 Process LOAD|a, Nominal Condition Load Case POS_001, *J105 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J405 *J496 *J305 *J493 *J492 *J491 *J205 *J387 *J290 *J291 *J105 *J703 *J503 *J403 *J397 *J303 *J394 *J393 *J392 *J203 *J299 *J292 *J293 *J103 Load Case POS_002, *J291 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J405 *J496 *J305 *J493 *J492 *J491 *J205 *J387 *J290 *J291 *J703 *J503 *J403 *J397 *J303 *J394 *J393 *J392 *J203 *J299 *J292 *J293 In Gap *J105 *J103 Load Case POS_003, *J290 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J405 *J496 *J305 *J493 *J492 *J491 *J205 *J387 *J290 *J703 *J503 *J403 *J397 *J303 *J394 *J393 *J392 *J203 *J299 *J292 On Barge *J105 *J103 In Gap *J291 *J293 Load Case POS_004, *J387 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J405 *J496 *J305 *J493 *J492 *J491 *J205 *J387 *J703 *J503 *J403 *J397 *J303 *J394 *J393 *J392 *J203 *J299 On Barge *J291 *J105 *J293 *J103 In Gap *J290 *J292 Load Case POS_005, *J205 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J405 *J496 *J305 *J493 *J492 *J491 *J205 *J703 *J503 *J403 *J397 *J303 *J394 *J393 *J392 *J203 On Barge *J290 *J291 *J105 *J292 *J293 *J103 In Gap *J387 *J299 Load Case POS_006, *J491 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J405 *J496 *J305 *J493 *J492 *J491 *J703 *J503 *J403 *J397 *J303 *J394 *J393 *J392 On Barge *J387 *J290 *J291 *J105 *J299 *J292 *J293 *J103 In Gap *J205 *J203 Load Case POS_007, *J492 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J405 *J496 *J305 *J493 *J492 *J703 *J503 *J403 *J397 *J303 *J394 *J393 On Barge *J205 *J387 *J290 *J291 *J105 *J203 *J299 *J292 *J293 *J103 In Gap *J491 *J392 Load Case POS_008, *J493 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J405 *J496 *J305 *J493 *J703 *J503 *J403 *J397 *J303 *J394 On Barge *J491 *J205 *J387 *J290 *J291 *J105 *J392 *J203 *J299 *J292 *J293 *J103 In Gap *J492 *J393 Load Case POS_009, *J305 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J405 *J496 *J305 *J703 *J503 *J403 *J397 *J303 On Barge *J492 *J491 *J205 *J387 *J290 *J291 *J105 *J393 *J392 *J203 *J299 *J292 *J293 *J103 In Gap *J493 *J394 Load Case POS_010, *J496 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J405 *J496 *J703 *J503 *J403 *J397 On Barge *J305 *J493 *J492 *J491 *J205 *J387 *J290 *J291 *J105 *J303 *J394 *J393 *J392 *J203 *J299 *J292 *J293 *J103 Load Case POS_011, *J405 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J405 *J703 *J503 *J403 On Barge *J496 *J305 *J493 *J492 *J491 *J205 *J387 *J290 *J291 *J105 *J397 *J303 *J394 *J393 *J392 *J203 *J299 *J292 *J293 *J103 Load Case POS_012, *J505 at fab bulkhead ======================================== Nodes: On Land *J705 *J505 *J703 *J503 On Barge *J405 *J496 *J305 *J493 *J492 *J491 *J205 *J387 *J290 *J291 *J105 *J403 *J397 *J303 *J394 *J393 *J392 *J203 *J299 *J292 *J293 *J103 Load Case POS_013, *j705 at fab bulkhead ======================================== Nodes: On Land *J705 *J703 On Barge *J405 *J496 *J305 *J493 *J492 *J491 *J205 *J387 *J290 *J291 *J105 *J403 *J397 *J303 *J394 *J393 *J392 *J203 *J299 *J292 *J293 *J103 In Gap *J505 *J503 Load Case POS_014, Final Position ================================= Nodes: On Barge *J705 *J505 *J405 *J496 *J305 *J493 *J492 *J491 *J205 *J387 *J290 *J291 *J105 *J703 *J503 *J403 *J397 *J303 *J394 *J393 *J392 *J203 *J299 *J292 *J293 *J103 Time To Generate Configurations : CP= 1.40 Time To Generate Load Cases : CP= 0.06 Time To Generate Load Cases : CP= 0.06 Time To Generate Load Cases : CP= 0.06 Time To Generate Load Cases : CP= 0.07 Time To Generate Load Cases : CP= 0.07 Time To Generate Load Cases : CP= 0.06 Time To Generate Load Cases : CP= 0.07 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= 0.04 Time To Generate Load Cases : CP= 0.06 Time To Generate Load Cases : CP= 0.04 Time To Generate Load Cases : CP= 0.07 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.03 Time to Complete Nodal Loads : CP= 0.01 Time to Define Stiffness Blocks : CP= 0.01 Time to Form Element Matricies : CP= 0.22 Time to Form Global Stiffness Matrix : CP= 0.01 Time to Form Global Load Matrix : CP= 0.01 *** WARNING: 3.0 Sig. Figures Lost At *J2016 In Direction Y ============================================================ *** WARNING: 3.3 Sig. Figures Lost At *J17 In Direction Y ========================================================== Time to Factor Stiffness Matrix : CP= 0.38 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.01 Load Case LOA|001 Converged in 2 Iterations =========================================== Load Case LOA|002 Converged in 2 Iterations =========================================== Load Case LOA|003 Converged in 2 Iterations =========================================== Load Case LOA|004 Converged in 2 Iterations =========================================== Load Case LOA|005 Converged in 2 Iterations =========================================== Load Case LOA|006 Converged in 2 Iterations =========================================== Load Case LOA|007 Converged in 2 Iterations =========================================== Load Case LOA|008 Converged in 2 Iterations =========================================== Load Case LOA|009 Converged in 2 Iterations =========================================== Load Case LOA|010 Converged in 2 Iterations =========================================== Load Case LOA|011 Converged in 2 Iterations =========================================== Load Case LOA|012 Converged in 2 Iterations =========================================== Load Case LOA|013 Converged in 1 Iterations =========================================== Load Case LOA|014 Converged in 2 Iterations =========================================== Time to Solve Boundary Relations of DEFAULT : CP= 0.16 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.02 Time to Store Deflections : CP= 0.03 Time to Store Element Internal Loads : CP= 0.21 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.07 >inst_up -lift_increment 5/3.28 -fill_increment 10 -vents_closed @ \ -min_bottom_clear 5 -top_of_leg 3.04+15/3.28 -first_flood \ b@ Row B legs -second_flood a@ Row A legs -damaged_leg \ a1leg +++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ =============================================================== Process is UPEND: Units Are Degrees, Meters, and KN Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- JACKET Location 0.00 0.00 -16.50 0.00 -7.12 0.00 N Force -104.47 0.00 -836.23 15316 -85327 -1912 +++ B U O Y A N C Y A N D W E I G H T F O R J A C K E T +++ =================================================================== Process is UPEND: Units Are Degrees, Meters, and KN Unless Specified Results Are Reported In Body System Draft = 16.50 Roll Angle = 0.00 Pitch Angle = -7.12 Wet Radii Of Gyration About CG K-X = 24.78 K-Y = 31.93 K-Z = 35.18 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part JACKET ------------ ELEMENTS 45552.92 -55.09 -0.85 8.13 ======== ======== ======= ======= ======= Total 45552.83 -55.09 -0.85 8.13 Buoyancy 44710.11 -54.83 -0.52 3.31 +++ C O N N E C T O R F O R C E S +++ ======================================= Process is UPEND: Units Are Degrees, Meters, and KN Unless Specified Forces in Body System at Attachment - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Conn. Body FX FY FZ MX MY MZ MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- BOOM GROUND 0.0 0.0 0.0 0 0 0 0 UJ503 JACKET 0.0 0.0 0.0 0 0 0 0 UJ505 JACKET 0.0 0.0 0.0 0 0 0 0 UJ511 JACKET 0.0 0.0 0.0 0 0 0 0 UJ513 JACKET 0.0 0.0 0.0 0 0 0 0 +++ F O R C E S A C T I N G O N J A C K E T +++ ===================================================== Process is UPEND: Units Are Degrees, Meters, and KN Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight -5646.84 0.00 -45201.48 38270 -2536219 -4780 Buoyancy 5542.37 0.00 44365.25 -22953 2450892 2868 Inertia 106.32 25.17 317.07 -7108 35886 -903 Added Inertia -1.85 -25.17 519.15 -8205 49441 2817 ======= ======= ======= ======= ======= ======= Total -0.00 0.00 -0.00 0 0 0 Process upen|a, Nominal Condition +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 0 7.4 0.3 12.6 0.0 47.6 0.0 +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 1 8.7 0.3 14.1 2270.0 47.0 0.0 2 10.0 0.4 15.6 2595.9 46.5 0.0 3 11.1 0.5 17.1 3353.5 46.3 0.0 4 12.2 0.5 18.7 3611.1 46.1 0.0 5 13.3 0.6 20.2 3841.1 45.9 0.0 6 14.3 0.8 21.7 4228.9 45.7 0.0 7 15.4 0.9 23.2 4530.0 45.5 0.0 8 16.5 1.9 24.8 4789.7 44.8 0.0 9 17.7 1.5 26.3 5091.3 44.9 0.0 10 18.8 1.7 27.8 5462.5 44.6 0.0 11 20.0 2.0 29.3 6049.4 44.3 0.0 12 21.1 1.7 30.9 6620.2 44.4 0.0 13 22.2 1.9 32.4 6952.0 44.2 0.0 14 23.4 2.0 33.9 7260.0 44.0 0.0 15 24.6 2.2 35.4 7591.6 43.8 0.0 16 25.8 2.3 37.0 7863.0 43.6 0.0 17 27.1 2.3 38.5 8161.6 43.4 0.0 18 27.4 2.0 38.9 8242.7 43.6 0.0 +++ F L O O D I N G T A N K S +++ =================================== B1LEG B2LEG B3LEG B4LEG +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 19 30.4 2.1 38.9 7552.7 39.6 3198.5 20 37.5 1.9 39.0 6791.5 31.2 6397.0 21 50.1 1.7 38.9 6643.4 18.8 9595.6 22 60.4 1.3 38.9 8000.7 11.6 12794.1 23 66.3 1.0 38.9 10402.5 8.9 15992.6 24 69.4 0.9 38.9 13283.0 7.8 19191.1 25 71.2 0.8 38.9 15847.7 7.3 21926.8 26 71.2 0.8 38.9 15845.1 7.3 21922.9 27 71.2 0.8 38.9 15845.6 7.3 21931.5 28 71.2 0.8 38.9 15844.9 7.3 21930.5 +++ F L O O D I N G T A N K S +++ =================================== A1LEG A2LEG A3LEG A4LEG +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 29 78.5 0.6 38.9 18603.9 6.2 25216.6 30 82.3 0.5 38.9 21642.8 6.4 28399.9 31 85.0 0.5 38.9 24742.7 6.9 31578.0 32 86.8 0.4 38.9 27873.0 7.3 34729.9 33 88.1 0.4 38.9 31037.2 7.7 37907.9 34 89.1 0.4 38.9 34208.9 8.0 41085.6 35 89.6 0.4 38.9 36800.7 8.3 43684.0 36 89.6 0.4 38.9 36801.0 8.3 43684.3 37 89.6 0.4 38.9 36804.0 8.3 43688.3 38 89.6 0.4 38.9 36796.4 8.3 43675.0 +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 38 89.6 0.4 38.9 36796.4 8.3 0.0 +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 0 7.4 0.3 12.6 0.0 47.6 0.0 +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 1 8.7 0.3 14.1 2270.0 47.0 0.0 2 10.0 0.4 15.6 2595.9 46.5 0.0 3 11.1 0.5 17.1 3353.5 46.3 0.0 4 12.2 0.5 18.7 3611.1 46.1 0.0 5 13.3 0.6 20.2 3841.1 45.9 0.0 6 14.3 0.8 21.7 4228.9 45.7 0.0 7 15.4 0.9 23.2 4530.0 45.5 0.0 8 16.5 1.9 24.8 4789.7 44.8 0.0 9 17.7 1.5 26.3 5091.3 44.9 0.0 10 18.8 1.7 27.8 5462.5 44.6 0.0 11 20.0 2.0 29.3 6049.4 44.3 0.0 12 21.1 1.7 30.9 6620.2 44.4 0.0 13 22.2 1.9 32.4 6952.0 44.2 0.0 14 23.4 2.0 33.9 7260.0 44.0 0.0 15 24.6 2.2 35.4 7591.6 43.8 0.0 16 25.8 2.3 37.0 7863.0 43.6 0.0 17 27.1 2.3 38.5 8161.6 43.4 0.0 18 28.2 2.3 39.9 8434.6 43.3 0.0 +++ F L O O D I N G T A N K S +++ =================================== B1LEG B2LEG B3LEG B4LEG +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 19 31.3 2.2 39.9 7877.4 39.4 3198.5 20 38.5 2.0 40.0 7132.3 31.1 6397.0 21 51.4 1.8 39.9 6886.1 18.7 9595.6 22 61.3 1.3 39.9 8288.9 12.1 12794.1 23 66.5 1.1 39.9 10710.4 9.8 15992.6 24 69.8 0.9 39.9 13599.4 8.7 19191.1 25 71.2 0.8 39.9 16018.5 8.3 21747.3 26 71.2 0.8 39.9 16022.3 8.3 21757.9 27 71.2 0.8 39.9 16027.1 8.3 21770.5 28 71.2 0.8 39.9 16021.3 8.3 21757.6 +++ F L O O D I N G T A N K S +++ =================================== A1LEG A2LEG A3LEG A4LEG +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 29 78.5 0.6 40.6 18692.7 7.9 24925.8 30 82.4 0.5 39.9 21773.2 7.5 28227.7 31 85.0 0.5 39.9 24862.9 7.9 31405.5 32 86.9 0.4 39.9 27994.9 8.3 34566.6 33 88.1 0.4 39.9 31153.7 8.7 37735.1 34 89.1 0.4 39.9 34321.3 9.1 40904.8 35 89.6 0.4 39.9 36737.6 9.3 43331.6 36 89.6 0.4 39.9 36745.2 9.3 43346.0 37 89.6 0.4 39.9 36746.6 9.3 43348.3 38 89.6 0.4 39.9 36744.5 9.3 43338.4 Minimum mudline clearance = 7.5 M at 82.4 deg Maximum hookheight = 40.6 M at 78.5 deg Maximum hookload = 36746.6 KN at 89.6 deg Maximum sling tension = 10251.6 KN at 89.6 deg Minimum transverse GM = 20.9 M at 51.4 deg Elevation (M) At Beginning: **A1BOT -0.46 **A1TOP 0.05 **A4BOT -0.35 **A4TOP 0.27 +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 38 89.6 0.4 39.9 36744.5 9.3 0.0 +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 0 7.4 0.3 12.6 0.0 47.6 0.0 +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 1 8.7 0.3 14.1 2270.0 47.0 0.0 2 10.0 0.4 15.6 2595.9 46.5 0.0 3 11.1 0.5 17.1 3353.5 46.3 0.0 4 12.2 0.5 18.7 3611.1 46.1 0.0 5 13.3 0.6 20.2 3841.1 45.9 0.0 6 14.3 0.8 21.7 4228.9 45.7 0.0 7 15.4 0.9 23.2 4530.0 45.5 0.0 8 16.5 1.9 24.8 4789.7 44.8 0.0 9 17.7 1.5 26.3 5091.3 44.9 0.0 10 18.8 1.7 27.8 5462.5 44.6 0.0 11 20.0 2.0 29.3 6049.4 44.3 0.0 12 21.1 1.7 30.9 6620.2 44.4 0.0 13 22.2 1.9 32.4 6952.0 44.2 0.0 14 23.4 2.0 33.9 7260.0 44.0 0.0 15 24.6 2.2 35.4 7591.6 43.8 0.0 16 25.8 2.3 37.0 7863.0 43.6 0.0 17 27.1 2.3 38.5 8161.6 43.4 0.0 18 28.2 2.3 39.9 8434.6 43.3 0.0 +++ F L O O D I N G T A N K S +++ =================================== B1LEG B2LEG B3LEG B4LEG +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 19 31.3 2.2 39.9 7877.4 39.4 3198.5 20 38.5 2.0 40.0 7132.3 31.1 6397.0 21 51.4 1.8 39.9 6886.1 18.7 9595.6 22 61.3 1.3 39.9 8288.9 12.1 12794.1 23 66.5 1.1 39.9 10710.4 9.8 15992.6 24 69.8 0.9 39.9 13599.4 8.7 19191.1 25 71.2 0.8 39.9 16018.5 8.3 21747.3 26 71.2 0.8 39.9 16022.3 8.3 21757.9 27 71.2 0.8 39.9 16027.1 8.3 21770.5 28 71.2 0.8 39.9 16021.3 8.3 21757.6 +++ F L O O D I N G T A N K S +++ =================================== A1LEG A2LEG A3LEG A4LEG +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 29 78.5 0.6 40.6 18692.7 7.9 24925.8 30 82.4 0.5 39.9 21773.2 7.5 28227.7 31 85.0 0.5 39.9 24862.9 7.9 31405.5 32 86.9 0.4 39.9 27994.9 8.3 34566.6 33 88.1 0.4 39.9 31153.7 8.7 37735.1 34 89.1 0.4 39.9 34321.3 9.1 40904.8 35 89.6 0.4 39.9 36737.6 9.3 43331.6 36 89.6 0.4 39.9 36745.2 9.3 43346.0 37 89.6 0.4 39.9 36746.6 9.3 43348.3 38 89.6 0.4 39.9 36744.5 9.3 43338.4 +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 38 89.6 0.4 39.9 36744.5 9.3 0.0 +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 39 89.6 0.4 35.5 36903.6 4.9 44820.6 Time For Upending : CP= 6.78 Time To Create Upend Reports : CP= 0.34 Time For Upend Postprossing : CP= 0.08 Time For Upend Postprossing : CP= 0.00 Damaging a1leg +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 39 89.6 0.4 35.5 36903.6 4.9 0.0 +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 0 7.4 0.3 12.6 0.0 47.6 0.0 +++ F L O O D I N G T A N K S +++ =================================== A1LEG +++ S T A T I C P R O C E S S R E S U L T S +++ =================================================== Event Pitch Roll Hook H. Hook L. Bottom C Tot Bal. ----- ----- ---- ------- ------- -------- -------- 1 7.7 0.6 12.7 0.0 47.1 711.0 2 7.7 0.6 12.7 0.0 47.1 719.4 3 7.7 0.6 12.7 0.0 47.1 718.4 4 7.7 0.6 12.7 0.0 47.1 718.3 5 7.7 0.6 12.7 0.0 47.1 709.1 6 7.7 0.6 12.7 0.0 47.1 716.4 7 7.7 0.6 12.7 0.0 47.1 714.0 8 7.7 0.6 12.7 0.0 47.1 714.0 9 7.7 0.6 12.7 0.0 47.1 714.0 10 7.7 0.6 12.7 0.0 47.1 714.0 Time For Damaged Leg : CP= 0.45 Time To Generate Load Cases : CP= 2.39 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.22 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.02 Time to Form Element Matricies : CP= 0.48 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.01 *** WARNING: 3.2 Sig. Figures Lost At *J16 In Direction Y ========================================================== Time to Factor Stiffness Matrix : CP= 0.28 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.00 Load Case UPAB|000 Converged in 2 Iterations ============================================ Load Case UPAB|001 Converged in 2 Iterations ============================================ Load Case UPAB|002 Converged in 2 Iterations ============================================ Load Case UPAB|003 Converged in 2 Iterations ============================================ Load Case UPAB|004 Converged in 2 Iterations ============================================ Load Case UPAB|005 Converged in 2 Iterations ============================================ Load Case UPAB|006 Converged in 2 Iterations ============================================ Load Case UPAB|007 Converged in 2 Iterations ============================================ Load Case UPAB|008 Converged in 2 Iterations ============================================ Load Case UPAB|009 Converged in 2 Iterations ============================================ Load Case UPAB|010 Converged in 2 Iterations ============================================ Load Case UPAB|011 Converged in 2 Iterations ============================================ Load Case UPAB|012 Converged in 2 Iterations ============================================ Load Case UPAB|013 Converged in 2 Iterations ============================================ Load Case UPAB|014 Converged in 2 Iterations ============================================ Load Case UPAB|015 Converged in 2 Iterations ============================================ Load Case UPAB|016 Converged in 2 Iterations ============================================ Load Case UPAB|017 Converged in 2 Iterations ============================================ Load Case UPAB|018 Converged in 2 Iterations ============================================ Load Case UPAB|019 Converged in 2 Iterations ============================================ Load Case UPAB|020 Converged in 2 Iterations ============================================ Load Case UPAB|021 Converged in 2 Iterations ============================================ Load Case UPAB|022 Converged in 2 Iterations ============================================ Load Case UPAB|023 Converged in 2 Iterations ============================================ Load Case UPAB|024 Converged in 2 Iterations ============================================ Load Case UPAB|025 Converged in 2 Iterations ============================================ Load Case UPAB|026 Converged in 2 Iterations ============================================ Load Case UPAB|027 Converged in 2 Iterations ============================================ Load Case UPAB|028 Converged in 2 Iterations ============================================ Load Case UPAB|029 Converged in 2 Iterations ============================================ Load Case UPAB|030 Converged in 2 Iterations ============================================ Load Case UPAB|031 Converged in 2 Iterations ============================================ Load Case UPAB|032 Converged in 2 Iterations ============================================ Load Case UPAB|033 Converged in 2 Iterations ============================================ Load Case UPAB|034 Converged in 2 Iterations ============================================ Load Case UPAB|035 Converged in 2 Iterations ============================================ Load Case UPAB|036 Converged in 2 Iterations ============================================ Load Case UPAB|037 Converged in 2 Iterations ============================================ Load Case UPAB|038 Converged in 2 Iterations ============================================ Load Case UPAB|039 Converged in 2 Iterations ============================================ Time to Solve Boundary Relations of DEFAULT : CP= 0.11 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.03 Time to Store Deflections : CP= 0.02 Time to Store Element Internal Loads : CP= 0.27 Setting Up Post-Processing Cases ================================ Time To Setup Cases : CP= 0.17 >inst_spost Time To Check Tiedowns : CP= 0.15 Time to Check upend Sling Elements : CP= 0.06 Time To Report Restraints : CP= 0.04 Time For Code Check : CP= 2.53 Time For Beam Loads : CP= 0.00 Time For Plate Loads : CP= 0.21 Time For Joint Punching & Crushing : CP= 2.41 Time for Fatigue with SN XP : CP= 0.79 Time for Beam Fatigue : CP= 0.95 >i_finish MOSES Finished Normally ========================= CP Time 48.40 ======================== Total Units 48.40 ========================