Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * test of mesh options * * * *************************************************************************************************************** +++ P A N E L S F O R E X T E R I O R P I E C E P I E | 0 0 0 1 +++ =========================================================================== Body = OC91 Compartment = OC91 Diffraction Type = 3DDif Permeability = 1.000 Wind CS = 0.000 0.000 0.000 Current CS = 0.000 0.000 0.000 Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Coordinates are in the Body System Panel C E N T R O I D N O R M A L Name Node Names at Corners Badness Area ----------------------- ----------------------- -------- ----------------------------------- --------- ---------- ---X--- ---Y--- ---Z--- ---X--- ---Y--- ---Z--- HS#00001 **H00006 **H00005 **H00004 **H00003 0.160 1000.03 0.00 0.00 12.50 1.0000 0.0000 0.0000 **H00002 **H00001 HS#00002 **H00001 **H00002 **H00008 **H00007 0.197 800.00 20.00 10.00 25.00 0.0000 -0.0000 -1.0000 HS#00003 **H00002 **H00003 **H00009 **H00008 0.160 1000.00 20.00 20.00 12.50 0.0000 -1.0000 0.0000 HS#00004 **H00003 **H00004 **H00010 **H00009 0.197 800.00 20.00 10.00 -0.00 0.0000 -0.0000 1.0000 HS#00005 **H00004 **H00005 **H00011 **H00010 0.197 800.00 20.00 -10.00 -0.00 0.0000 0.0000 1.0000 HS#00006 **H00005 **H00006 **H00012 **H00011 0.160 1000.00 20.00 -20.00 12.50 0.0000 1.0000 0.0000 HS#00007 **H00006 **H00001 **H00007 **H00012 0.197 800.00 20.00 -10.00 25.00 0.0000 0.0000 -1.0000 HS#00008 **H00007 **H00008 **H00009 **H00010 0.160 1000.03 40.00 -0.00 12.50 -1.0000 0.0000 -0.0000 **H00011 **H00012 Integral of Area * Normal = -0.000 -0.000 -0.000 Projected Area = 1000 1000 1600 Total Area = 7200 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * test of mesh options * * * * Draft = 20.0 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 O C 9 1 +++ ============================================================================= Results are in Body System Of Point On Body OC91 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 = 2048.0 Period /--- Added Mass Coefficients ------/ /----- Added Radii of Gyration ----/ Sec. -Surge- -Sway - -Heave- -Roll - -Pitch- --Yaw-- 6.00 1.1047 1.0782 0.6998 13.480 19.760 20.767 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * test of mesh options * * * * Draft = 20.0 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 O C 9 1 +++ ======================================================================================= Results are in Body System Of Point On Body OC91 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 = 2048.0 Period /--------- Damping / Mass ---------/ /--- Damping Radii of Gyration ----/ Sec. -Surge- -Sway - -Heave- -Roll - -Pitch- --Yaw-- 6.00 0.7710 0.6769 0.0761 9.944 10.373 16.455 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * test of mesh options * * * * Draft = 20.0 Feet Trim Angle = 0.00 Deg. * * Heading = 90.00 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 OC91 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 1.0472 6.00 0 0 89 -104 26 21 1064 75 520 -158 1774 -104 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * test of mesh options * * * * Draft = 20.0 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 OC91 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 1.0472 6.00 93 33 0 0 27 -17 0 0 726 69 0 0 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * test of mesh options * * * * Draft = 20.0 Feet Trim Angle = 0.00 Deg. GMT = 50.0 Feet * * Roll Gy. Radius = 12.0 Feet Pitch Gy. Radius = 12.0 Feet Yaw Gy. Radius = 12.0 Feet * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 20 * * * *************************************************************************************************************** +++ M O T I O N R E S P O N S E O P E R A T O R S +++ ========================================================= Results are in Body System Of Point On Body OC91 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 / Sway / Heave / Roll / Pitch / Yaw / -------------------- 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 1.0472 6.00 0.000 0 0.361 -160 1.530 -141 4.280 28 0.000 0 0.000 0 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * test of mesh options * * * * Draft = 20.0 Feet Trim Angle = 0.00 Deg. GMT = 50.0 Feet * * Roll Gy. Radius = 12.0 Feet Pitch Gy. Radius = 12.0 Feet Yaw Gy. Radius = 12.0 Feet * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 20 * * * *************************************************************************************************************** +++ M O T I O N R E S P O N S E O P E R A T O R S +++ ========================================================= Results are in Body System Of Point On Body OC91 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 / Sway / Heave / Roll / Pitch / Yaw / -------------------- 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 1.0472 6.00 0.195 3 0.000 0 0.229 153 0.000 0 4.028 3 0.000 0 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * test of mesh options * * * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== PANELS FOR EXTERIOR PIECE PIE|0001 . . . . . . . . . . 1 ADDED INERTIA COEFFICIENTS FOR OC91 . . . . . . . . . 2 LINEARIZED DAMPING COEFFICIENTS FOR OC91 . . . . . . . 3 LINEARZED WAVE FREQUENCY FORCES . . . . . . . . . . . 4 MOTION RESPONSE OPERATORS . . . . . . . . . . . . . . 6 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 8