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 n -auxin model.dat -g_default device >&title Sample of a Jacket Inplace Anayisis >&set depth = 67.2 >&set setup = .true. >&set plotmod = .false. >&set summod = .false. >&set design = .true. >&set beamload = .false. >&set deflection = .false. >&set envdir = 0 -90 >&set fatigue = .false. >&insert setup.cif >inmodel Time To perform Inmodel : CP= 0.26 >&apply @ 0 jacket 100 >&dimen -dimen meters m-tons >&instate -condition 67.2 >&default -depth 67.2 >medit +++ M O D E L E D I T I N G +++ ================================= >~PILE tube 1066.80 25.4 -DENSITY 77008.5 -SOIL DIRT -refine 20 -FYIELD 360 \ -PYMULT 0.001 >CONNECTOR pile1 ~PILE *J6110 *p110 >CONNECTOR pile2 ~PILE *J6190 *p190 >CONNECTOR pile3 ~PILE *J6990 *P990 >CONNECTOR pile4 ~PILE *J6910 *P910 >end +++ M A I N +++ =============== >&sele +++ & S E L E C T +++ ===================== >name :fl >info +++ S E L E C T I O N C R I T E R I A : F L +++ =================================================== SELECT: B100 B101 B102 B103 B104 B105 B106 B107 B108 B109 B110 B16001 B16002 B16003 B16004 B16005 B16011 B16012 B16013 B16014 B16015 B16021 B16022 B16023 B16024 B16025 B16031 B16032 B16033 B16034 B16035 B16051 B16052 B16053 B16054 B16055 B16301 B16302 B16303 B16304 B16401 B16402 B16403 B16404 B16411 B16412 B16413 B16414 B16421 B16422 B16423 B16424 B200 B201 B202 B203 B204 B205 B206 B300 B301 B302 B303 B304 B305 B306 B307 B400 B401 B402 B403 B404 B405 B406 EXCEPT: >end +++ M A I N +++ =============== >&pict iso -name :fl -color sele >&insert design.cif >&default -ramp 0 >¶meter -drgtub 1e3 0.6 1e8 0.6 >&data curves c_profile extr 0 -0.7 10 -0.7 20 -0.5 30 -0.1 40 0.0 50 \ 0.4 60 0.4 69.3 0.2 >&data curves c_profile opr 0 -0.5 10 -0.5 20 -0.3 30 0.1 40 0.0 50 \ 0.2 60 0.2 69.3 0.0 >&data curves m_growth margro 0 40 52.2 40 52.21 140 67.2 140 67.21 100 69.4 \ 100 >&data env +++ & D A T A +++ ================= >s_grid extr stream 67.2+5 20.2 13.8 >s_grid opr stream 67.2+2 12.8 10.4 >end_&data +++ M A I N +++ =============== +++ 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 LIGHT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Draft = 67.20 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 20.44 K-Y = 25.67 K-Z = 20.31 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part JACKET ------------ ELEMENTS 692.91 0.55 0.16 31.76 LOAD_GRO 704.22 4.88 3.28 37.15 ======== ======== ======= ======= ======= Total 1397.13 2.73 1.73 34.48 Buoyancy 589.16 0.11 0.04 27.57 +++ 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 HEAVY: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Draft = 70.20 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 20.44 K-Y = 25.67 K-Z = 20.31 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part JACKET ------------ ELEMENTS 692.91 0.55 0.16 31.76 LOAD_GRO 704.22 4.88 3.28 37.15 ======== ======== ======= ======= ======= Total 1397.13 2.73 1.73 34.48 Buoyancy 606.30 0.10 0.03 28.73 >&subtitle >STRUCT +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >&describe process heavy Generating Loads on JACKET at Time 13.261 ========================================= Total Global Force -432.36 -0.08 -776.53 -2396 -20768 93 Time To Generate Load Cases : CP= 0.13 Generating Loads on JACKET at Time 3.169 ======================================== Total Global Force 149.25 -0.39 -784.99 -2371 10536 -32 Time To Generate Load Cases : CP= 0.11 Generating Loads on JACKET at Time 13.584 ========================================= Total Global Force -0.36 473.58 -771.43 -30109 3731 429 Time To Generate Load Cases : CP= 0.14 Generating Loads on JACKET at Time 9.831 ======================================== Total Global Force 0.25 187.55 -820.80 -13233 3761 202 Time To Generate Load Cases : CP= 0.12 >&describe process light Generating Loads on JACKET at Time 13.261 ========================================= Total Global Force -432.36 -0.08 -776.53 -2396 -20768 93 Time To Generate Load Cases : CP= 0.18 Generating Loads on JACKET at Time 13.584 ========================================= Total Global Force -0.36 473.58 -771.43 -30109 3731 429 Time To Generate Load Cases : CP= 0.13 >s_part jacket >SSOLVE -NONLINEAR 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= 0.03 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.5 Sig. Figures Lost At *J2511 In Direction Z ============================================================ *** WARNING: 3.6 Sig. Figures Lost At *J3511 In Direction Z ============================================================ Time to Factor Stiffness Matrix : CP= 0.06 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.00 Load Case XH0 Converged in 4 Iterations ======================================= Load Case OH0 Converged in 3 Iterations ======================================= Load Case XH-90 Converged in 4 Iterations ========================================= Load Case OH-90 Converged in 3 Iterations ========================================= Load Case XL0 Converged in 4 Iterations ======================================= Load Case XL-90 Converged in 4 Iterations ========================================= Time to Solve Boundary Relations of DEFAULT : CP= 0.11 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 >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 :load -se xh@ oh@ xl@ >&DCPTIME >REST load -load :load -detail >&DCPTIME Time For Reactions Time For Reactions : CP= 0.00 >rest pile -load :load Pile results PILE2 0.3736471 0 XH0 52.08376 21.85011 217.1628 -0.1657698 \ -0.6195014 8.589148E-2 >&DCPTIME >cases -amod 1.33 x@ >cases -amod 1.00 o@ >&status amod -hard >beam code -standard 1 1e6 0.8 1.0 0.5 0.8 -load :load -class :class -code \ api yes yes >&DCPTIME Time For Member Checks Time For Member Checks : CP= 0.10 >&DCPTIME >joint code crush -standard 1 1e6 -class :class -node :jnode -load :load >&DCPTIME Time For Joint Checks Time For Joint Checks : CP= 0.11 >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 2.15 ======================== Total Units 2.15 ========================