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 -dimen feet kips >&device -oecho no >inmodel Time To perform Inmodel : CP= 0.08 >&instate -loc rect1 -110 0 -5.00 0 0 0 -loc rect2 +110 0 -5.00 0 0 0 -loc \ rect3 +330 0 -5.00 0 0 0 >medit +++ M O D E L E D I T I N G +++ ================================= >~wire b_cat 4.19 -dep 500 -len 4000 -buoy 0 -wtpl .008 -tab_lim 800 >connector bs ~wire *1bs -anc 135 20 >connector bp ~wire *1bp -anc -135 20 >connector sp ~wire *3sp -anc -45 20 >connector ss ~wire *3ss -anc 45 20 >~trus sl_elem 49 both -len 10 -ig_stif -tab_lim 800 >connect ~trus *1ss *2bs >connect ~trus *1sp *2bp >connect ~trus *2ss *3bs >connect ~trus *2sp *3bp >end +++ M A I N +++ =============== >&sele :tr -sele tr@ >&sele :an -sele bs bp sp ss >&connector :tr -l_ten 212 Changing Length of Connector TRUS|029 ===================================== Changing Length of Connector TRUS|030 ===================================== Changing Length of Connector TRUS|031 ===================================== Changing Length of Connector TRUS|032 ===================================== >&connector :an -a_tension 300 Moving Attachment of Connector BP ================================= Moving Attachment of Connector BS ================================= Moving Attachment of Connector SP ================================= Moving Attachment of Connector SS ================================= >&weight -compute rect2 -compute rect1 -compute rect3 >&status +++ B U O Y A N C Y A N D W E I G H T F O R R E C T 1 +++ ================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = 5.00 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 44.18 K-Y = 44.22 K-Z = 62.38 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part RECT1 ------------ ELEMENTS 1119.47 0.00 0.00 0.91 LOAD_GRO 2894.51 3.66 0.00 0.69 ======== ======== ======= ======= ======= Total 4013.98 2.64 0.00 0.75 Buoyancy 4119.86 -0.00 0.00 0.06 +++ B U O Y A N C Y A N D W E I G H T F O R R E C T 2 +++ ================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = 5.00 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 43.61 K-Y = 43.61 K-Z = 61.54 GMT = 48.14 GML = 48.14 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part RECT2 ------------ ELEMENTS 1119.47 0.00 0.00 0.91 LOAD_GRO 3000.39 0.00 0.00 0.67 ======== ======== ======= ======= ======= Total 4119.87 0.00 0.00 0.73 Buoyancy 4119.86 0.00 0.00 0.06 +++ B U O Y A N C Y A N D W E I G H T F O R R E C T 3 +++ ================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = 5.00 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 44.18 K-Y = 44.22 K-Z = 62.38 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part RECT3 ------------ ELEMENTS 1119.47 0.00 0.00 0.91 LOAD_GRO 2894.51 -3.66 0.00 0.69 ======== ======== ======= ======= ======= Total 4013.98 -2.64 0.00 0.75 Buoyancy 4119.86 0.00 0.00 0.06 >&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 DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- RECT1 Location -110.00 0.00 -5.00 0.00 0.00 0.00 N Force 4.34 0.00 0.00 0 0 0 RECT2 Location 110.00 0.00 -5.00 0.00 0.00 0.00 N Force 0.00 0.00 -0.00 0 0 0 RECT3 Location 330.00 0.00 -5.00 0.00 0.00 0.00 N Force -4.34 0.00 0.00 0 0 0 Equilibrium Converged in 1 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 DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- RECT1 Location -110.00 0.00 -5.00 0.00 0.00 0.00 N Force 4.34 0.00 0.00 0 0 0 RECT2 Location 110.00 0.00 -5.00 0.00 0.00 0.00 N Force 0.00 0.00 -0.00 0 0 0 RECT3 Location 330.00 0.00 -5.00 0.00 0.00 0.00 N Force -4.34 0.00 0.00 0 0 0 >&status f_connector -hard >&status force +++ F O R C E S A C T I N G O N R E C T 1 +++ =================================================== 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 -4013.98 0 10589 0 Buoyancy 0.00 0.00 4119.87 0 0 0 Inertia -2.84 0.00 -0.00 0 -1 0 Added Inertia -1.50 0.00 0.00 0 2 0 Flex. Connectors 4.34 0.00 -105.89 0 -10588 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 +++ F O R C E S A C T I N G O N R E C T 2 +++ =================================================== 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 -4119.87 0 0 0 Buoyancy 0.00 0.00 4119.87 0 0 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 -0.00 0 0 0 +++ F O R C E S A C T I N G O N R E C T 3 +++ =================================================== 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 -4013.98 0 -10588 0 Buoyancy 0.00 0.00 4119.87 0 0 0 Inertia 2.84 0.00 -0.00 0 2 0 Added Inertia 1.50 0.00 0.00 0 -1 0 Flex. Connectors -4.34 0.00 -105.89 0 10589 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 >&set perd = -period 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 \ 12 12.5 13 13.5 14 14.5 15 15.5 16 >&set perd = >&env sea -sea issc 180 20 8 -use_mean no >freq_resp +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >rao -heading 180 Time To Compute RAOs : CP= 0.05 >st_cfo @ sea THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = ISSC Sign. Wave Height = 20.00 Mean Period = 8.00 Mean Heading = 180.00 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 +++ =============== >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >s_body rect2 >lcase -rao Time To Generate Load Cases : CP= 0.02 >ssolve 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= 0.00 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.1 Sig. Figures Lost At *2SS In Direction Z ========================================================== *** WARNING: 3.5 Sig. Figures Lost At *2SPT In Direction Z =========================================================== *** WARNING: 3.5 Sig. Figures Lost At *2BST In Direction Z =========================================================== *** WARNING: 3.6 Sig. Figures Lost At *2BPT In Direction X =========================================================== *** WARNING: 3.6 Sig. Figures Lost At *2BPT In Direction Y =========================================================== *** WARNING: 4.5 Sig. Figures Lost At *2BPT 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 >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 +++ =========================================================== >cases -delete >cases -spect sea >&sele :s -se sea -ex frqmean@ >&selec :b -sel *2bs *2ss *2bp *2sp >restraint -load frqmean@ -node :b >beam load -node :b -load frqmean@ -detail >restraint -load :s -node :b >beam load -node :b -load :s -detail >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.25 ======================== Total Units 0.25 ========================