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 meter knts >inmodel Time To perform Inmodel : CP= 0.16 >&instate -condition barge 12 0 0 >medit +++ M O D E L E D I T I N G +++ ================================= >~spr1 spr x 1e4 y 1e4 z 1e4 >~spr2 spr x 1e4 y 1e4 z 1e4 rx 1e8 >rest ~spr1 *n00 >rest ~spr2 *n80 >end +++ M A I N +++ =============== >&picture iso >&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, Meters, and KN Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- BARGE Location 0.00 0.00 -12.00 0.00 0.00 0.00 N Force 0.00 0.00 6763.30 0 -1352744 0 >&status force +++ F O R C E S A C T I N G O N B A R G E +++ =================================================== Process is DEFAULT: Units Are Degrees, Meters, and KN Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -4.821E6 0 964199936 0 Buoyancy 0.00 0.00 4.8277E6 0 -9.6555E8 0 Inertia 0.00 0.00 -6763.56 0 1352759 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 -0.26 0 15 0 >&weight -compute barge 12.5 32 .29*400 .29*400 >&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, Meters, and KN Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- BARGE Location 0.00 0.00 -12.00 0.00 0.00 0.00 N Force 0.00 0.00 0.00 0 0 0 Equilibrium Converged in 1 Iterations >&status force +++ F O R C E S A C T I N G O N B A R G E +++ =================================================== Process is DEFAULT: Units Are Degrees, Meters, and KN Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -4.8277E6 0 965552640 0 Buoyancy 0.00 0.00 4.8277E6 0 -9.6555E8 0 Inertia 0.00 0.00 -0.26 0 15 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 -0.26 0 15 0 >&status b_w +++ B U O Y A N C Y A N D W E I G H T F O R B A R G E +++ ================================================================= Process is DEFAULT: Units Are Degrees, Meters, and KN Unless Specified Results Are Reported In Body System Draft = 12.00 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 1.29 K-Y = 86.65 K-Z = 86.65 GMT = 75.43 GML = 1117.08 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part BARGE ------------ ELEMENTS 4.821E6 200.00 0.00 0.00 LOAD_GRO 6763.30 200.01 0.00 12.50 ======== ======== ======= ======= ======= Total 4.8277E6 200.00 0.00 0.02 Buoyancy 4.8277E6 200.00 -0.00 6.00 >&status cat +++ C A T E G O R Y S T A T U S F O R P A R T B A R G E +++ =================================================================== Process is DEFAULT: Units Are Degrees, Meters, and KN Unless Specified Results Are Reported In The Part System Weight Buoyancy /--- Center of Gravity --/ Category Factor Factor Weight X Y Z Buoyancy --------- --------- --------- -------- --------- --------- --------- --------- &DEFWT 1.000 1.000 6763.30 200.01 0.00 12.50 0.00 ELAT 1.000 1.000 4.821E6 200.00 0.00 0.00 0.00 ======== ========= ========= ========= ========= TOTAL 4.8277E6 200.00 0.00 0.02 0.00 >&summary +++ & S U M M A R Y +++ ======================= >class_sum >compart_sum long >end +++ M A I N +++ =============== >hstatics barge +++ H Y D R O S T A T I C S +++ =============================== >moment +++ D I S P O S I T I O N +++ ============================= >plot 1 2 -rax 3 -t_sub " Traditional Results" >report >set shr -column 1 2 >set bmom -column 1 3 >set defl -column 1 5 >store 1 2 3 5 >end +++ H Y D R O S T A T I C S +++ =============================== >end +++ M A I N +++ =============== >&env none >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >lcase -static none Generating Loads on BARGE at Time 0.000 ======================================= Total Global Force 0.00 0.00 -0.56 0 116 0 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= 0.02 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: 5.9 Sig. Figures Lost At *N80 In Direction X ========================================================== *** WARNING: 5.4 Sig. Figures Lost At *N80 In Direction Y ========================================================== *** WARNING: 5.4 Sig. Figures Lost At *N80 In Direction Z ========================================================== *** WARNING: 4.2 Sig. Figures Lost At *N80 In Direction RX ========================================================== *** WARNING: 3.5 Sig. Figures Lost At *N80 In Direction RY ========================================================== *** WARNING: 3.6 Sig. Figures Lost At *N80 In Direction RZ ========================================================== 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 +++ =============== >&set n_shr = >&set n_bmom = >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 +++ =========================================================== >joint disp -local yes -file yes >rest -detail >beam load -file yes >bmom_shr *n00 *n01 *n02 *n03 *n04 *n05 *n06 *n07 *n08 *n09 *n10 *n11 *n12 \ *n13 *n14 *n15 *n16 *n17 *n18 *n19 *n20 *n21 *n22 *n23 *n24 *n25 *n26 \ *n27 *n28 *n29 *n30 *n31 *n32 *n33 *n34 *n35 *n36 *n37 *n38 *n39 *n40 \ *n41 *n42 *n43 *n44 *n45 *n46 *n47 *n48 *n49 *n50 *n51 *n52 *n53 *n54 \ *n55 *n56 *n57 *n58 *n59 *n60 *n61 *n62 *n63 *n64 *n65 *n66 *n67 *n68 \ *n69 *n70 *n71 *n72 *n73 *n74 *n75 *n76 *n77 *n78 *n79 *n80 +++ D I S P O S I T I O N +++ ============================= >add_column trad_sh -input 1 0 -2.99792E4 5 -9.02415E4 10 -1.50504E5 15 \ -2.10766E5 20 -2.71029E5 25 -3.31291E5 30 -3.91554E5 35 -4.51817E5 40 \ -5.1208E5 45 -5.72343E5 50 -6.32606E5 55 -6.12518E5 60 -5.9243E5 65 \ -5.72343E5 70 -5.52255E5 75 -5.32167E5 80 -5.1208E5 85 -4.91992E5 90 \ -4.71905E5 95 -4.51817E5 100 -4.3173E5 105 -4.11642E5 110 -3.91555E5 \ 115 -3.71467E5 120 -3.5138E5 125 -3.31292E5 130 -3.11205E5 135 \ -2.91117E5 140 -2.71029E5 145 -2.50942E5 150 -2.30855E5 155 -2.10767E5 \ 160 -1.9068E5 165 -1.70593E5 170 -1.50505E5 175 -1.30418E5 180 \ -1.1033E5 185 -9.02419E4 190 -7.015429E4 195 -5.00665E4 200 -2.99788E4 \ 205 -9891.29 210 1.01962E4 215 3.02836E4 220 5.03711E4 225 7.04586E4 \ 230 9.054611E4 235 1.10634E5 240 1.30721E5 245 1.50809E5 250 1.70896E5 \ 255 1.90983E5 260 2.1107E5 265 2.31158E5 270 2.51245E5 275 2.71331E5 \ 280 2.91419E5 285 3.11506E5 290 3.31594E5 295 3.51682E5 300 3.71769E5 \ 305 3.91857E5 310 4.11944E5 315 4.32031E5 320 4.52119E5 325 4.72206E5 \ 330 4.92294E5 335 5.12381E5 340 5.32468E5 345 5.52556E5 350 5.72642E5 \ 355 5.1238E5 360 4.52117E5 365 3.91855E5 370 3.31592E5 375 2.7133E5 \ 380 2.11067E5 385 1.50805E5 390 9.05423E4 395 3.02798E4 400 -2.99827E4 >add_column trad_mb -input 1 0 0 5 -3.00552E5 10 -9.024121E5 15 -1.80558E6 \ 20 -3.01008E6 25 -4.51587E6 30 -6.32299E6 35 -8.43153E6 40 -1.08411E7 \ 45 -1.35522E7 50 -1.65645E7 55 -1.947739E7 60 -2.22899E7 65 -2.5002E7 \ 70 -2.761389E7 75 -3.01249E7 80 -3.25357E7 85 -3.4846E7 90 -3.705579E7 \ 95 -3.91652E7 100 -4.11742E7 105 -4.30831E7 110 -4.489099E7 115 \ -4.65987E7 120 -4.82059E7 125 -4.97128E7 130 -5.111909E7 135 \ -5.242499E7 140 -5.36311E7 145 -5.473559E7 150 -5.574039E7 155 \ -5.66443E7 160 -5.74482E7 165 -5.81515E7 170 -5.87545E7 175 \ -5.925749E7 180 -5.965879E7 185 -5.996049E7 190 -6.016129E7 195 \ -6.026239E7 200 -6.026249E7 205 -6.01623E7 210 -5.99622E7 215 \ -5.96605E7 220 -5.92593E7 225 -5.87571E7 230 -5.8155E7 235 -5.74518E7 \ 240 -5.66489E7 245 -5.57457E7 250 -5.47411E7 255 -5.363659E7 260 \ -5.24313E7 265 -5.112619E7 270 -4.97199E7 275 -4.82137E7 280 \ -4.660699E7 285 -4.48998E7 290 -4.309219E7 295 -4.11843E7 300 \ -3.91756E7 305 -3.7067E7 310 -3.485729E7 315 -3.254729E7 320 \ -3.01374E7 325 -2.76265E7 330 -2.501549E7 335 -2.23038E7 340 -1.9492E7 \ 345 -1.65795E7 350 -1.35667E7 355 -1.08541E7 360 -8.44286E6 365 \ -6.33293E6 370 -4.52424E6 375 -3.01694E6 380 -1.81096E6 385 -9.06232E5 \ 390 -3.02837E5 395 -750.873 400 29.0624 >add_column trad_ds -input 1 0 0 5 -3.14952 10 -6.29832 15 -9.44502 20 \ -12.5877 25 -15.7237 30 -18.8496 35 -21.9615 40 -25.0547 45 -28.1238 \ 50 -31.1629 55 -34.1654 60 -37.1248 65 -40.0349 70 -42.8898 75 \ -45.6834 80 -48.4104 85 -51.066 90 -53.6438 95 -56.14 100 -58.5495 105 \ -60.8679 110 -63.0912 115 -65.2149 120 -67.2354 125 -69.1498 130 \ -70.9541 135 -72.6451 140 -74.2202 145 -75.6766 150 -77.012 155 \ -78.2241 160 -79.3109 165 -80.2705 170 -81.1017 175 -81.8024 180 \ -82.3727 185 -82.8108 190 -83.1165 195 -83.2889 200 -83.3279 205 \ -83.2332 210 -83.006 215 -82.6458 220 -82.1541 225 -81.5311 230 \ -80.7779 235 -79.8962 240 -78.8875 245 -77.7536 250 -76.496 255 \ -75.1177 260 -73.6206 265 -72.0074 270 -70.2813 275 -68.4451 280 \ -66.5021 285 -64.4562 290 -62.311 295 -60.0704 300 -57.7388 305 \ -55.3204 310 -52.8202 315 -50.2427 320 -47.5933 325 -44.8774 330 \ -42.1002 335 -39.2677 340 -36.3859 345 -33.4612 350 -30.4995 355 \ -27.5078 360 -24.4922 365 -21.4577 370 -18.4092 375 -15.3505 380 \ -12.2852 385 -9.21587 390 -6.14443 395 -3.07225 400 5.96503E-6 >vlist The Variables Available for Selection are: ========================================== 1 Distance 5 NONE:Torsion 8 TRAD_SH 2 NONE:Axial 6 NONE:MY 9 TRAD_MB 3 NONE:VY 7 NONE:MZ 10 TRAD_DS 4 NONE:VZ >store 1 4 8 6 9 >plot 1 4 8 -t_sub "Shear Comparison" -t_x "Long. Location" -t_left "Shear" \ -legend 1 Structural -legend 2 Traditional >plot 1 6 9 -t_sub "Moment Comparison" -t_x "Long. Location" -t_left "Moment" \ -legend 1 Structural -legend 2 Traditional >end +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.44 ======================== Total Units 0.44 ========================