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 >&dimen -dimen feet kips list 0 200 400 Time To perform Inmodel : CP= 0.12 +++ F O R C E S A C T I N G O N T E M P +++ ================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -25589.23 0 5117848 0 Buoyancy -0.00 0.00 25589.24 0 -5117847 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 +++ S T R U C T U R A L S O L U T I O N +++ ============================================= time to form lcases : CP= 0.00 Time To Generate Load Cases : CP= 0.01 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= 0.00 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 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 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== +++ M A I N +++ =============== list 0 133.3333 266.6666 399.9999 Time To perform Inmodel : CP= 0.03 +++ F O R C E S A C T I N G O N T E M P +++ ================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -25589.23 0 5117846 0 Buoyancy -0.00 0.00 25589.23 0 -5117845 0 Inertia 0.00 0.00 0.00 0 0 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 +++ S T R U C T U R A L S O L U T I O N +++ ============================================= time to form lcases : CP= 0.00 Time To Generate Load Cases : CP= 0.01 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= 0.00 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 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 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== +++ M A I N +++ =============== list 0 44.44444 88.88889 133.3333 177.7777 222.2221 266.6666 311.111 \ 355.5554 399.9998 Time To perform Inmodel : CP= 0.03 +++ F O R C E S A C T I N G O N T E M P +++ ================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -25589.23 0 5117843 0 Buoyancy -0.00 0.00 25589.22 0 -5117842 0 Inertia 0.00 0.00 0.00 0 0 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 +++ S T R U C T U R A L S O L U T I O N +++ ============================================= time to form lcases : CP= 0.00 Time To Generate Load Cases : CP= 0.01 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= 0.00 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 Time to Factor Stiffness Matrix : CP= 0.00 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= 0.00 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== +++ M A I N +++ =============== list 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 Time To perform Inmodel : CP= 0.05 +++ F O R C E S A C T I N G O N T E M P +++ ================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -25589.23 0 5117848 0 Buoyancy -0.00 0.00 25589.24 0 -5117847 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 +++ S T R U C T U R A L S O L U T I O N +++ ============================================= time to form lcases : CP= 0.00 Time To Generate Load Cases : CP= 0.01 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.00 Time to Complete Nodal Loads : CP= 0.01 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.00 Time to Form Global Stiffness Matrix : CP= 0.01 Time to Form Global Load Matrix : CP= 0.00 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 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== +++ M A I N +++ =============== list 0 12.5 25 37.5 50 62.5 75 87.5 100 112.5 125 137.5 150 162.5 175 187.5 \ 200 212.5 225 237.5 250 262.5 275 287.5 300 312.5 325 337.5 350 362.5 \ 375 387.5 400 Time To perform Inmodel : CP= 0.04 +++ F O R C E S A C T I N G O N T E M P +++ ================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -25589.23 0 5117848 0 Buoyancy -0.00 0.00 25589.24 0 -5117847 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 +++ S T R U C T U R A L S O L U T I O N +++ ============================================= time to form lcases : CP= 0.01 Time To Generate Load Cases : CP= 0.00 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= 0.00 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.01 *** WARNING: 3.4 Sig. Figures Lost At *00033 In Direction Y ============================================================ *** WARNING: 3.4 Sig. Figures Lost At *00033 In Direction Z ============================================================ 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 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== +++ M A I N +++ =============== list 0 6.25 12.5 18.75 25 31.25 37.5 43.75 50 56.25 62.5 68.75 75 81.25 87.5 \ 93.75 100 106.25 112.5 118.75 125 131.25 137.5 143.75 150 156.25 162.5 \ 168.75 175 181.25 187.5 193.75 200 206.25 212.5 218.75 225 231.25 \ 237.5 243.75 250 256.25 262.5 268.75 275 281.25 287.5 293.75 300 \ 306.25 312.5 318.75 325 331.25 337.5 343.75 350 356.25 362.5 368.75 \ 375 381.25 387.5 393.75 400 Time To perform Inmodel : CP= 0.08 +++ F O R C E S A C T I N G O N T E M P +++ ================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -25589.23 0 5117848 0 Buoyancy -0.00 0.00 25589.24 0 -5117847 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 +++ S T R U C T U R A L S O L U T I O N +++ ============================================= time to form lcases : CP= 0.00 Time To Generate Load Cases : CP= 0.02 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.00 Time to Complete Nodal Loads : CP= 0.01 Time to Define Stiffness Blocks : CP= 0.00 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: 3.7 Sig. Figures Lost At *00065 In Direction Y ============================================================ *** WARNING: 3.7 Sig. Figures Lost At *00065 In Direction Z ============================================================ 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 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== +++ M A I N +++ =============== list 0 3.125 6.25 9.375 12.5 15.625 18.75 21.875 25 28.125 31.25 34.375 37.5 \ 40.625 43.75 46.875 50 53.125 56.25 59.375 62.5 65.625 68.75 71.875 75 \ 78.125 81.25 84.375 87.5 90.625 93.75 96.875 100 103.125 106.25 \ 109.375 112.5 115.625 118.75 121.875 125 128.125 131.25 134.375 137.5 \ 140.625 143.75 146.875 150 153.125 156.25 159.375 162.5 165.625 168.75 \ 171.875 175 178.125 181.25 184.375 187.5 190.625 193.75 196.875 200 \ 203.125 206.25 209.375 212.5 215.625 218.75 221.875 225 228.125 231.25 \ 234.375 237.5 240.625 243.75 246.875 250 253.125 256.25 259.375 262.5 \ 265.625 268.75 271.875 275 278.125 281.25 284.375 287.5 290.625 293.75 \ 296.875 300 303.125 306.25 309.375 312.5 315.625 318.75 321.875 325 \ 328.125 331.25 334.375 337.5 340.625 343.75 346.875 350 353.125 356.25 \ 359.375 362.5 365.625 368.75 371.875 375 378.125 381.25 384.375 387.5 \ 390.625 393.75 396.875 400 Time To perform Inmodel : CP= 0.17 +++ F O R C E S A C T I N G O N T E M P +++ ================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -25589.23 0 5117848 0 Buoyancy -0.00 0.00 25589.24 0 -5117847 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 +++ S T R U C T U R A L S O L U T I O N +++ ============================================= time to form lcases : CP= 0.00 Time To Generate Load Cases : CP= 0.02 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= 0.01 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 4.0 Sig. Figures Lost At *00129 In Direction Y ============================================================ *** WARNING: 4.0 Sig. Figures Lost At *00129 In Direction Z ============================================================ 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= 0.01 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 1.00 ======================== Total Units 1.00 ========================