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 -g_default file -oecho no >&dimen -DIMEN FEET KIPS >&TITLE Jacket Lower/Upend Analysis >&default -DEPTH 186.0 >inmodel -offset Time To perform Inmodel : CP= 0.14 >&apply -margin str@ 5 >&apply @ >&describe process lower >&data environment +++ & D A T A +++ ================= >environment sea -sea issc 90 3 7 -use_mean yes >end_&data +++ M A I N +++ =============== >&describe part jacket -move 0 0 0 *j0501 *j1001 *j0503 *j1003 >&INSTATE -LOCATE jacket 0 0 10 >MEDIT +++ M O D E L E D I T I N G +++ ================================= >&describe part ground >*boom 199.20 0.00 755.42 >~boo SLING 3 -len 300 >~LSL SLING 3 -len 400 >CONNECTOR boom1 ~boo *boom >CONNECTOR LS0602 ~LSL *j0602 >CONNECTOR LS0604 ~LSL *j0604 >CONNECTOR LS1002 ~LSL *j1002 >CONNECTOR LS1004 ~LSL *j1004 >assembly t-h_definition boom1 LS0602 LS0604 LS1002 LS1004 -initial >END +++ M A I N +++ =============== >&instate -move -sl >&status tip-hook +++ T I P - H O O K P R O P E R T I E S +++ ============================================= Process is LOWER: Units Are Degrees, Feet, and Kips Unless Specified Locations in Global Coordinates Length of /------------ Connection -------------/ Boom Load Line Body X Y Z -------- --------- ---------- -------- --------- --------- --------- &BOOM1 0.0 300.000 GROUND 199.20 0.00 755.42 HOOK 199.20 0.00 455.42 >&status f_connector +++ C O N N E C T O R F O R C E S +++ ======================================= Process is LOWER: Units Are Degrees, Feet, and Kips 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. -------- -------- ------- ------- ------- ------- ------- ------- ------- BOOM1 GROUND 0.0 0.0 0.0 0 0 0 0 LS0602 JACKET 0.0 0.0 0.0 0 0 0 0 LS0604 JACKET 0.0 0.0 0.0 0 0 0 0 LS1002 JACKET 0.0 0.0 0.0 0 0 0 0 LS1004 JACKET 0.0 0.0 0.0 0 0 0 0 >STATIC_PROCESS +++ S T A T I C P R O C E S S +++ =================================== >begin -CHEIGHT +++ 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 5.7 -0.1 455.4 1034.1 160.7 0.0 >LIFT -5 -SHEIGHT -50 +++ 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 5.7 -0.1 450.4 950.9 155.7 0.0 2 5.7 -0.1 445.4 867.6 150.5 0.0 3 6.1 -0.1 440.4 779.1 144.9 0.0 4 6.7 -0.1 435.4 696.4 139.1 0.0 5 7.1 -0.1 430.4 597.1 133.4 0.0 6 7.2 -0.1 425.4 545.8 128.2 0.0 7 7.3 -0.2 420.4 499.7 123.1 0.0 8 7.4 -0.2 415.4 458.2 117.9 0.0 9 7.6 -0.2 410.4 416.8 112.7 0.0 10 7.7 -0.2 405.4 378.2 107.5 0.0 11 7.7 -0.2 400.4 343.8 102.5 0.0 12 7.9 -0.2 395.4 309.5 97.3 0.0 13 7.9 -0.2 390.4 275.2 92.3 0.0 14 7.3 -0.2 385.6 0.6 88.4 0.0 >END +++ M A I N +++ =============== >PRCPOST +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >STP_STD Time For Static Post-Processing : CP= 0.12 >END +++ M A I N +++ =============== >&INSTATE -EVENT 3 >&equi +++ 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 LOWER: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- JACKET Location 108.24 0.87 -40.58 0.11 -13.39 -0.00 N Force 0.83 0.00 -0.25 0 58 1 Equilibrium Converged in 6 Iterations >&status config +++ 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 LOWER: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- JACKET Location 108.24 0.87 -40.58 0.11 -13.39 -0.00 N Force 0.83 0.00 -0.25 0 58 1 >&status f_connector +++ C O N N E C T O R F O R C E S +++ ======================================= Process is LOWER: Units Are Degrees, Feet, and Kips 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. -------- -------- ------- ------- ------- ------- ------- ------- ------- BOOM1 GROUND -0.9 -0.0 -753.0 0 0 0 753 LS0602 JACKET -3.0 -11.3 194.4 0 0 0 195 LS0604 JACKET -3.0 11.6 199.0 0 0 0 199 LS1002 JACKET 88.4 -22.7 165.2 0 0 0 189 LS1004 JACKET 92.9 23.8 173.7 0 0 0 198 >freq_response +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >rao -PERIOD 5 6 7 8 9 10 11 -HEADING 90 Time To Compute RAOs : CP= 0.05 >fr_point RAOs Moved to X = 0.0 Y = 0.0 Z = 0.0 =============================================== +++ D I S P O S I T I O N +++ ============================= >REPORT >END +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >fr_cforce LS0602 +++ D I S P O S I T I O N +++ ============================= >REPORT >END +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >st_cforce @ SEA THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = ISSC Sign. Wave Height = 3.00 Mean Period = 7.00 Mean Heading = 90.00 Spreading Coef. = 200.00 Statistics = MAX +++ D I S P O S I T I O N +++ ============================= >REPORT >END +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >END +++ M A I N +++ =============== >&DESCRIBE PROCESS UPEND >MEDIT +++ M O D E L E D I T I N G +++ ================================= >~USL SLING 4 -len 80 >CONNECTOR boom2 ~boo *boom >CONNECTOR US0601 ~USL *j0601 >CONNECTOR US0603 ~USL *j0603 >CONNECTOR US0602 ~USL *j0602 >CONNECTOR US0604 ~USL *j0604 >assembly t-h boom2 us0601 us0603 us0602 us0604 -deactivate -initial Setting Activity Of &BOOM1 To Inactive ======================================== Setting Activity Of BOOM1 To Inactive ======================================== Setting Activity Of LS0602 To Inactive ======================================== Setting Activity Of LS0604 To Inactive ======================================== Setting Activity Of LS1002 To Inactive ======================================== Setting Activity Of LS1004 To Inactive ======================================== >END +++ M A I N +++ =============== >&status tip-hook +++ T I P - H O O K P R O P E R T I E S +++ ============================================= Process is UPEND: Units Are Degrees, Feet, and Kips Unless Specified Locations in Global Coordinates Length of /------------ Connection -------------/ Boom Load Line Body X Y Z -------- --------- ---------- -------- --------- --------- --------- &BOOM2 0.0 680.291 GROUND 199.20 0.00 755.42 HOOK 291.92 0.72 81.48 >&status f_connector +++ C O N N E C T O R F O R C E S +++ ======================================= Process is UPEND: Units Are Degrees, Feet, and Kips 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. -------- -------- ------- ------- ------- ------- ------- ------- ------- BOOM2 GROUND 0.0 0.0 0.0 0 0 0 0 US0601 JACKET 0.0 0.0 0.0 0 0 0 0 US0602 JACKET 0.0 0.0 0.0 0 0 0 0 US0603 JACKET 0.0 0.0 0.0 0 0 0 0 US0604 JACKET 0.0 0.0 0.0 0 0 0 0 >STATIC_PROCESS +++ S T A T I C P R O C E S S +++ =================================== >&INSTATE JACKET -GUESS *j0702 *j0704 *j0902 >begin +++ 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 7.2 -0.2 30.7 0.0 88.4 0.0 >LIFT 5 -SHEIGHT 35 +++ 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 9.1 -0.6 35.7 86.4 86.7 0.0 2 11.0 -0.9 40.7 97.7 85.4 0.0 3 12.8 -1.2 45.7 105.5 84.0 0.0 4 14.7 -1.3 50.7 111.1 82.8 0.0 5 16.6 -1.4 55.7 126.7 81.9 0.0 6 18.6 -1.4 60.7 130.5 80.5 0.0 7 20.6 -1.4 65.7 138.4 79.4 0.0 8 22.6 -1.3 70.7 147.3 78.1 0.0 9 24.7 -1.3 75.7 167.3 77.0 0.0 10 26.9 -1.3 80.8 196.7 75.6 0.0 11 29.2 -1.2 85.7 218.2 74.3 0.0 12 31.6 -1.2 90.7 234.6 72.6 0.0 13 34.2 -1.3 95.7 248.1 70.7 0.0 14 36.9 -1.4 100.7 261.8 68.8 0.0 15 39.8 -1.6 105.7 273.2 66.6 0.0 16 42.9 -1.8 110.7 284.9 64.3 0.0 17 42.9 -1.8 110.8 285.3 64.4 0.0 >flood a@ 10 100 -cheight +++ F L O O D I N G T A N K S +++ =================================== A1 A2 +++ 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. ----- ----- ---- ------- ------- -------- -------- 18 46.2 -1.8 110.8 271.0 57.3 37.0 19 48.8 -1.4 110.8 264.3 52.5 74.1 20 51.7 -0.9 110.8 269.9 47.6 111.1 21 55.0 -0.6 110.8 280.6 42.2 148.2 22 57.7 -0.3 110.8 298.5 38.4 185.2 23 59.9 -0.2 110.8 320.9 35.4 222.3 24 61.3 -0.2 110.8 348.7 33.5 259.3 25 62.3 -0.1 110.8 379.5 32.3 296.4 26 62.3 -0.1 110.8 381.2 32.3 298.1 27 62.3 -0.1 110.8 381.1 32.3 298.0 >flood b@ 10 100 -cheight +++ F L O O D I N G T A N K S +++ =================================== B1 B2 +++ 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. ----- ----- ---- ------- ------- -------- -------- 28 69.4 -0.1 110.8 374.5 25.1 337.6 29 75.0 -0.1 110.8 385.5 21.6 375.9 30 77.8 -0.1 110.8 410.6 20.7 412.5 31 80.0 -0.1 110.8 436.9 20.5 449.2 32 81.9 -0.1 110.8 469.7 20.7 485.5 33 83.3 -0.1 110.8 503.8 21.0 522.1 34 84.5 -0.1 110.8 538.4 21.4 558.5 35 85.4 -0.1 110.8 567.8 21.8 589.1 36 85.4 -0.1 110.8 567.9 21.8 589.1 37 85.4 -0.1 110.8 567.9 21.8 589.1 >END +++ M A I N +++ =============== >PRCPOST +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >STP_STD Time For Static Post-Processing : CP= 0.31 >tank_bal +++ D I S P O S I T I O N +++ ============================= >report >end +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >END +++ M A I N +++ =============== >STRUCTURAL +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >&DESCRIBE process upend >LCASE -PROCESS upend-3 3 Time To Generate Load Cases : CP= 0.01 >&DESCRIBE process lower >LCASE -PROCESS lower-1 1 Time To Generate Load Cases : CP= 0.03 >LCASE -RAO Time To Generate Load Cases : CP= 0.02 >SSOLVE -NONLINEAR 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= 0.01 Time to Form Element Matricies : CP= 0.01 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.01 Time to Factor Stiffness Matrix : CP= 0.00 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.00 Load Case UPEND-3 Converged in 2 Iterations =========================================== Load Case LOWER-1 Converged in 2 Iterations =========================================== Load Case FRQMEANA Converged in 2 Iterations ============================================ Load Case RAOA001R Converged in 2 Iterations ============================================ Load Case RAOA001I Converged in 2 Iterations ============================================ Load Case RAOA002R Converged in 2 Iterations ============================================ Load Case RAOA002I Converged in 2 Iterations ============================================ Load Case RAOA003R Converged in 2 Iterations ============================================ Load Case RAOA003I Converged in 2 Iterations ============================================ Load Case RAOA004R Converged in 2 Iterations ============================================ Load Case RAOA004I Converged in 2 Iterations ============================================ Load Case RAOA005R Converged in 2 Iterations ============================================ Load Case RAOA005I Converged in 2 Iterations ============================================ Load Case RAOA006R Converged in 2 Iterations ============================================ Load Case RAOA006I Converged in 2 Iterations ============================================ Load Case RAOA007R Converged in 2 Iterations ============================================ Load Case RAOA007I Converged in 2 Iterations ============================================ Time to Solve Boundary Relations of DEFAULT : CP= 0.05 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= 0.00 >END +++ M A I N +++ =============== >STRPOST +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >&SELECT :CLASS -select @ -except ~'$'WA@ >CASES -SPECTRA SEA >&select :load -select sea@ upend-3 lower-1 >RESTRAINT -CLASS :CLASS -load :load -detail >END +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 1.58 ======================== Total Units 1.58 ========================