Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. * * * *************************************************************************************************************** +++ A D D E D I N E R T I A C O E F F I C I E N T S F O R T E M P +++ ============================================================================= Results are in Body System Of Point On Body TEMP At X = 0.0 Y = 0.0 Z = 0.0 Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Encounter Values Normalized By Mass with Weight = 25600.0 Period /--- Added Mass Coefficients ------/ /----- Added Radii of Gyration ----/ Sec. -Surge- -Sway - -Heave- -Roll - -Pitch- --Yaw-- 8.84 0.1383 0.8869 3.3042 38.837 416.709 216.925 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. * * * *************************************************************************************************************** +++ L I N E A R I Z E D D A M P I N G C O E F F I C I E N T S F O R T E M P +++ ======================================================================================= Results are in Body System Of Point On Body TEMP At X = 0.0 Y = 0.0 Z = 0.0 Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Encounter Values Normalized By Mass with Weight = 25600.0 Period /--------- Damping / Mass ---------/ /--- Damping Radii of Gyration ----/ Sec. -Surge- -Sway - -Heave- -Roll - -Pitch- --Yaw-- 8.84 0.0736 0.4063 1.6596 19.580 278.540 140.874 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. * * Heading = 180.00 Deg. Linearization Based on 1/ 20 * * * *************************************************************************************************************** +++ L I N E A R Z E D W A V E F R E Q U E N C Y F O R C E S +++ ===================================================================== Results are in Body System Of Point On Body TEMP At X = 0.0 Y = 0.0 Z = 0.0 Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified E N C O U N T E R Surge Force / Sway Force / Heave Force / Roll Moment / Pitch Moment / Yaw Moment / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase 0.7108 8.84 76 29 0 0 16 -173 0 0 103450 -49 0 0 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D D E T A I L +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- SUPO|001 *11 ~SUPO HARBOR -0.06 -0.00 1.12 -0.00 0.85 0.00 HOG -0.06 -0.00 1.12 -0.00 0.84 0.00 SAG -0.06 -0.00 1.12 -0.00 0.85 0.00 SUPO|009 *21 ~SUPO HARBOR -0.00 -0.00 -2.24 -0.00 -0.00 0.00 HOG -0.00 -0.00 -2.24 -0.00 -0.00 0.00 SAG 0.00 -0.00 -2.25 -0.00 0.00 0.00 SUPO|010 *31 ~SUPO HARBOR 0.06 0.00 1.12 -0.00 -0.85 0.00 HOG 0.06 0.00 1.13 -0.00 -0.85 0.00 SAG 0.07 0.00 1.11 -0.00 -0.84 0.00 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Forces For Most Severe Load Case with Axial Load Greater Than 0 % Dist Axial /------ Shear -----/ /---- Bending ----/ Pressure Element /-- Node Names -/ Class Case From A Load Y Z Torque Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- CONN|006 *11 *12 ~CONN SAG 0.00 -3294.53 76.94 -0.00 0.00 0.00 812.13 0.0000 CONN|007 *21 *22 ~CONN HOG 0.00 -6207.58 -0.32 0.00 -0.00 -0.00 -3.16 0.0000 CONN|008 *31 *32 ~CONN HOG 0.00 -3295.94 -78.50 0.00 -0.00 -0.00 -827.72 0.0000 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== ADDED INERTIA COEFFICIENTS FOR TEMP . . . . . . . . . 1 LINEARIZED DAMPING COEFFICIENTS FOR TEMP . . . . . . . 2 LINEARZED WAVE FREQUENCY FORCES . . . . . . . . . . . 3 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 4 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 5 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 6