Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== &describe body rect jacket &title rectangle moored body $ $ ---------- nodes ---------- $ *bs -100 100 0 *bp -100 -100 0 *ss 100 100 0 *sp 100 -100 0 $ $ ---------- class ---------- $ &default -u @ ~tube tube 120 1 $ $ ---------- beam ---------- $ beam ~tube *bs *bp *sp *ss *bs $ $ ---------- loads ---------- $ #weight 200 0 0 0 -cen 0 0 10 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * *************************************************************************************************************** +++ C O N N E C T O R G E O M E T R Y +++ =========================================== Results in The Body System Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Length of /------------ Connection -------------/ Name Class Status First Seg. Body X Y Z -------- -------- -------- ---------- -------- --------- ---------- --------- BP ~WIRE Active 4000.00 RECT -100.00 -100.00 0.00 GROUND -2907.16 -2907.16 -500.00 BS ~WIRE Active 4000.00 RECT -100.00 100.00 0.00 GROUND -2907.16 2907.16 -500.00 SP ~WIRE Active 4000.00 RECT 100.00 -100.00 0.00 GROUND 2907.16 -2907.16 -500.00 SS ~WIRE Active 4000.00 RECT 100.00 100.00 0.00 GROUND 2907.16 2907.16 -500.00 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * *************************************************************************************************************** +++ M O O R I N G L I N E C L A S S E S +++ =============================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Type Water Slope of Clump /---------- Segment Data ----------/ Name Depth Bottom Weight Length W/L AE Break -------- ------- -------- -------- -------- -------- -------- --------- ~WIRE 500.0 0.0000 0.0 4000.00 0.0080 4.00E+05 827.31 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * Draft = 2.0 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 R E C T +++ ============================================================================= Results are in Body System Of Point On Body RECT 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 = 2819.2 Period /--- Added Mass Coefficients ------/ /----- Added Radii of Gyration ----/ Sec. -Surge- -Sway - -Heave- -Roll - -Pitch- --Yaw-- 6.00 0.7129 0.7129 1.4257 97.493 97.493 68.938 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * Draft = 2.0 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 R E C T +++ ======================================================================================= Results are in Body System Of Point On Body RECT 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 = 2819.2 Period /--------- Damping / Mass ---------/ /--- Damping Radii of Gyration ----/ Sec. -Surge- -Sway - -Heave- -Roll - -Pitch- --Yaw-- 6.00 0.4510 0.3515 0.8025 69.090 75.258 49.110 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * Draft = 2.0 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 RECT 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 0 131 77 134 -11 224 179 0 0 0 0 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * Draft = 2.0 Feet Trim Angle = 0.00 Deg. * * Roll Gy. Radius = 49.1 Feet Pitch Gy. Radius = 49.1 Feet Yaw Gy. Radius = 69.4 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 RECT 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 1.563 -79 0.522 -27 0.007 138 0.000 0 0.000 0 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ S O L U T I O N C A S E S +++ =================================== C1 C2 C3 C4 FRQMEANA RAOA001I RAOA001R Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ S T R U C T U R A L C A S E S +++ ======================================= Combine Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- C1 C1 1.000 1.000 C2 C2 1.000 1.000 C3 C3 1.000 1.000 C4 C4 1.000 1.000 FRQMEANA FRQMEANA 1.000 1.000 RAOA001I RAOA001I 1.000 1.000 RAOA001R RAOA001R 1.000 1.000 TPOST1 FRQMEANA 1.000 1.000 RAOA001R 120.000 1.000 TPOST2 FRQMEANA 1.000 1.000 RAOA001I -120.000 1.000 TPOST3 FRQMEANA 1.000 1.000 RAOA001R -120.000 1.000 RAOA001I 0.000 1.000 TPOST4 FRQMEANA 1.000 1.000 RAOA001I 120.000 1.000 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *BP C1 -0.029 -0.015 -0.006 0.377 -0.377 -0.004 C2 -0.057 -0.014 -0.002 0.397 -0.398 0.024 C3 -0.015 -0.029 0.006 0.343 -0.343 0.004 C4 0.013 -0.030 0.002 0.322 -0.321 -0.024 FRQMEANA -0.022 -0.022 0.000 0.360 -0.360 0.000 RAOA001I 0.000 -0.000 0.000 -0.000 0.000 -0.000 RAOA001R -0.000 0.000 -0.000 0.000 -0.000 -0.000 TPOST1 -0.029 -0.015 -0.028 0.377 -0.377 -0.004 TPOST2 -0.057 -0.014 -0.002 0.397 -0.398 0.024 TPOST3 -0.015 -0.029 0.028 0.343 -0.342 0.004 TPOST4 0.013 -0.030 0.002 0.322 -0.321 -0.024 *BS C1 -0.015 0.010 -0.004 -0.376 -0.376 -0.004 C2 0.013 0.026 -0.006 -0.397 -0.396 0.024 C3 -0.029 0.035 0.005 -0.343 -0.343 0.004 C4 -0.057 0.018 0.006 -0.323 -0.324 -0.024 FRQMEANA -0.022 0.022 0.000 -0.360 -0.360 0.000 RAOA001I -0.000 -0.000 0.000 0.000 0.000 -0.000 RAOA001R 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 TPOST1 -0.015 0.010 -0.016 -0.376 -0.377 -0.004 TPOST2 0.013 0.026 -0.006 -0.397 -0.396 0.024 TPOST3 -0.029 0.035 0.016 -0.344 -0.342 0.004 TPOST4 -0.057 0.018 0.006 -0.323 -0.324 -0.024 *SP C1 0.029 -0.015 -0.006 0.377 0.377 0.004 C2 0.057 -0.014 -0.002 0.397 0.398 -0.024 C3 0.015 -0.029 0.006 0.343 0.343 -0.004 C4 -0.013 -0.030 0.002 0.322 0.321 0.024 FRQMEANA 0.022 -0.022 0.000 0.360 0.360 0.000 RAOA001I -0.000 -0.000 0.000 -0.000 -0.000 0.000 RAOA001R 0.000 0.000 0.000 0.000 0.000 0.000 TPOST1 0.029 -0.015 0.006 0.377 0.376 0.004 TPOST2 0.057 -0.014 -0.002 0.397 0.398 -0.024 TPOST3 0.015 -0.029 -0.006 0.343 0.344 -0.004 TPOST4 -0.013 -0.030 0.002 0.322 0.321 0.024 *SS C1 0.015 0.010 -0.004 -0.376 0.376 0.004 C2 -0.013 0.026 -0.006 -0.397 0.396 -0.024 C3 0.029 0.035 0.005 -0.343 0.343 -0.004 C4 0.057 0.018 0.006 -0.323 0.324 0.024 FRQMEANA 0.022 0.022 0.000 -0.360 0.360 0.000 RAOA001I 0.000 -0.000 0.000 0.000 -0.000 0.000 RAOA001R -0.000 -0.000 0.000 -0.000 0.000 0.000 TPOST1 0.015 0.010 0.018 -0.376 0.376 0.004 TPOST2 -0.013 0.026 -0.006 -0.397 0.396 -0.024 TPOST3 0.029 0.035 -0.018 -0.343 0.344 -0.004 TPOST4 0.057 0.018 0.006 -0.323 0.324 0.024 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $BP *BP ~$WAT001 C1 0.28 0.15 0.05 0.00 0.00 0.00 C2 0.55 0.13 0.02 0.00 0.00 0.00 C3 0.15 0.28 -0.06 0.00 0.00 0.00 C4 -0.12 0.30 -0.02 0.00 0.00 0.00 FRQMEANA 0.22 0.22 -0.00 0.00 0.00 0.00 RAOA001I -0.00 0.00 -0.00 0.00 0.00 0.00 RAOA001R 0.00 -0.00 0.00 0.00 0.00 0.00 TPOST1 0.28 0.15 0.28 0.00 0.00 0.00 TPOST2 0.55 0.13 0.02 0.00 0.00 0.00 TPOST3 0.15 0.28 -0.28 0.00 0.00 0.00 TPOST4 -0.12 0.30 -0.02 0.00 0.00 0.00 $BS *BS ~$WAT001 C1 0.15 -0.09 0.04 0.00 0.00 0.00 C2 -0.12 -0.25 0.06 0.00 0.00 0.00 C3 0.28 -0.34 -0.04 0.00 0.00 0.00 C4 0.55 -0.18 -0.06 0.00 0.00 0.00 FRQMEANA 0.22 -0.22 -0.00 0.00 0.00 0.00 RAOA001I 0.00 0.00 -0.00 0.00 0.00 0.00 RAOA001R -0.00 0.00 0.00 0.00 0.00 0.00 TPOST1 0.15 -0.09 0.15 0.00 0.00 0.00 TPOST2 -0.12 -0.25 0.06 0.00 0.00 0.00 TPOST3 0.28 -0.34 -0.15 0.00 0.00 0.00 TPOST4 0.55 -0.18 -0.06 0.00 0.00 0.00 $SP *SP ~$WAT001 C1 -0.28 0.15 0.05 0.00 0.00 0.00 C2 -0.55 0.13 0.02 0.00 0.00 0.00 C3 -0.15 0.28 -0.06 0.00 0.00 0.00 C4 0.12 0.30 -0.02 0.00 0.00 0.00 FRQMEANA -0.22 0.22 -0.00 0.00 0.00 0.00 RAOA001I 0.00 0.00 -0.00 0.00 0.00 0.00 RAOA001R -0.00 -0.00 -0.00 0.00 0.00 0.00 TPOST1 -0.28 0.15 -0.06 0.00 0.00 0.00 TPOST2 -0.55 0.13 0.02 0.00 0.00 0.00 TPOST3 -0.15 0.28 0.05 0.00 0.00 0.00 TPOST4 0.12 0.30 -0.02 0.00 0.00 0.00 $SS *SS ~$WAT001 C1 -0.15 -0.09 0.04 0.00 0.00 0.00 C2 0.12 -0.25 0.06 0.00 0.00 0.00 C3 -0.28 -0.34 -0.04 0.00 0.00 0.00 C4 -0.55 -0.18 -0.06 0.00 0.00 0.00 FRQMEANA -0.22 -0.22 -0.00 0.00 0.00 0.00 RAOA001I -0.00 0.00 -0.00 0.00 0.00 0.00 RAOA001R 0.00 0.00 -0.00 0.00 0.00 0.00 TPOST1 -0.15 -0.09 -0.18 0.00 0.00 0.00 TPOST2 0.12 -0.25 0.06 0.00 0.00 0.00 TPOST3 -0.28 -0.34 0.18 0.00 0.00 0.00 TPOST4 -0.55 -0.18 -0.06 0.00 0.00 0.00 BS *BS ~WIRE C1 -150.44 150.24 -64.22 0.00 0.00 0.00 C2 125.98 -127.12 -58.54 0.00 0.00 0.00 C3 -264.64 264.83 -39.83 0.00 0.00 0.00 C4 -541.05 542.19 -45.51 0.00 0.00 0.00 FRQMEANA -207.54 207.54 -52.03 0.00 0.00 0.00 Page 12 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- BS *BS ~WIRE RAOA001I -2.78 2.79 0.05 0.00 0.00 0.00 RAOA001R 0.48 -0.48 -0.10 0.00 0.00 0.00 TPOST1 -150.44 150.24 -64.22 0.00 0.00 0.00 TPOST2 125.98 -127.12 -58.54 0.00 0.00 0.00 TPOST3 -264.64 264.83 -39.83 0.00 0.00 0.00 TPOST4 -541.05 542.19 -45.51 0.00 0.00 0.00 BP *BP ~WIRE C1 -264.67 -264.87 -64.73 0.00 0.00 0.00 C2 -541.06 -542.20 -59.00 0.00 0.00 0.00 C3 -150.40 -150.21 -39.32 0.00 0.00 0.00 C4 125.99 127.13 -45.05 0.00 0.00 0.00 FRQMEANA -207.54 -207.54 -52.03 0.00 0.00 0.00 RAOA001I 2.78 2.79 0.06 0.00 0.00 0.00 RAOA001R -0.48 -0.48 -0.11 0.00 0.00 0.00 TPOST1 -264.67 -264.87 -64.73 0.00 0.00 0.00 TPOST2 -541.06 -542.20 -59.00 0.00 0.00 0.00 TPOST3 -150.40 -150.21 -39.33 0.00 0.00 0.00 TPOST4 125.99 127.13 -45.05 0.00 0.00 0.00 SP *SP ~WIRE C1 264.67 -264.87 -64.73 0.00 0.00 0.00 C2 541.06 -542.20 -59.00 0.00 0.00 0.00 C3 150.40 -150.21 -39.32 0.00 0.00 0.00 C4 -125.99 127.13 -45.05 0.00 0.00 0.00 FRQMEANA 207.54 -207.54 -52.03 0.00 0.00 0.00 RAOA001I -2.78 2.79 0.06 0.00 0.00 0.00 RAOA001R 0.48 -0.48 -0.11 0.00 0.00 0.00 TPOST1 264.67 -264.87 -64.73 0.00 0.00 0.00 TPOST2 541.06 -542.20 -59.00 0.00 0.00 0.00 TPOST3 150.40 -150.21 -39.32 0.00 0.00 0.00 TPOST4 -125.99 127.13 -45.05 0.00 0.00 0.00 SS *SS ~WIRE C1 150.44 150.24 -64.22 0.00 0.00 0.00 C2 -125.98 -127.12 -58.54 0.00 0.00 0.00 C3 264.64 264.83 -39.83 0.00 0.00 0.00 C4 541.05 542.19 -45.51 0.00 0.00 0.00 FRQMEANA 207.54 207.54 -52.03 0.00 0.00 0.00 RAOA001I 2.78 2.79 0.05 0.00 0.00 0.00 RAOA001R -0.48 -0.48 -0.10 0.00 0.00 0.00 TPOST1 150.44 150.24 -64.23 0.00 0.00 0.00 TPOST2 -125.98 -127.12 -58.54 0.00 0.00 0.00 TPOST3 264.64 264.83 -39.82 0.00 0.00 0.00 TPOST4 541.05 542.19 -45.51 0.00 0.00 0.00 Page 13 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ R E S T R A I N T E N V E L O P E S T A N D A R D +++ ============================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class X Y Z X Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $BP *BP ~$WAT001 0.55 0.30 0.28 0.00 0.00 0.00 -0.12 -0.00 -0.28 0.00 0.00 0.00 $BS *BS ~$WAT001 0.55 0.00 0.15 0.00 0.00 0.00 -0.12 -0.34 -0.15 0.00 0.00 0.00 $SP *SP ~$WAT001 0.12 0.30 0.05 0.00 0.00 0.00 -0.55 -0.00 -0.06 0.00 0.00 0.00 $SS *SS ~$WAT001 0.12 0.00 0.18 0.00 0.00 0.00 -0.55 -0.34 -0.18 0.00 0.00 0.00 BS *BS ~WIRE 125.98 542.19 0.05 0.00 0.00 0.00 -541.05 -127.12 -64.22 0.00 0.00 0.00 BP *BP ~WIRE 125.99 127.13 0.06 0.00 0.00 0.00 -541.06 -542.20 -64.73 0.00 0.00 0.00 SP *SP ~WIRE 541.06 127.13 0.06 0.00 0.00 0.00 -125.99 -542.20 -64.73 0.00 0.00 0.00 SS *SS ~WIRE 541.05 542.19 0.05 0.00 0.00 0.00 -125.98 -127.12 -64.23 0.00 0.00 0.00 Page 14 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * rectangle moored body * * * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1 CONNECTOR GEOMETRY . . . . . . . . . . . . . . . . . . 2 MOORING LINE CLASSES . . . . . . . . . . . . . . . . . 3 ADDED INERTIA COEFFICIENTS FOR RECT . . . . . . . . . 4 LINEARIZED DAMPING COEFFICIENTS FOR RECT . . . . . . . 5 LINEARZED WAVE FREQUENCY FORCES . . . . . . . . . . . 6 MOTION RESPONSE OPERATORS . . . . . . . . . . . . . . 7 SOLUTION CASES . . . . . . . . . . . . . . . . . . . . 8 STRUCTURAL CASES . . . . . . . . . . . . . . . . . . . 9 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 10 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 11 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 13 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 14