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 +++ =============================================== $ $**************************************** dimensions $ &dimen -dim feet kips $ $**************************************** describe body $ &describe body cone &default -use @ *1 0 0 0 *2 0 0 100 ~cone cone 144 1 72 -len 20 -refine 3 ~cone tube 72 1 ~cone cone 72 1 144 -len 20 -refine 3 beam cone ~cone *1 *2 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ S N C U R V E S T A T U S +++ ===================================== Dimensions are Inches and KSI SN SN /---- Thickness Correction ---/ S Improve /--- Curve -----/ Name Type To Exp Max Member Factor S N API_CHAI Tension 0.74 1.00E+03 0.05 1.00E+07 API_CJ Stress 1.500 0.150 999.000 Chord 1.000 89.92 1.00E+04 15.99 1.00E+07 3.91 1.00E+10 API_CJG Stress 1.500 0.150 999.000 Chord 1.000 89.92 1.00E+04 15.99 1.00E+07 3.91 1.00E+10 API_CJP Stress 999.000 0.250 999.000 Chord 1.560 89.92 1.00E+04 15.99 1.00E+07 3.91 1.00E+10 API_WIRE Tension 0.93 1.00E+03 0.10 1.00E+07 API_WJ Stress 0.625 0.250 999.000 Chord 1.000 101.50 1.00E+04 9.71 1.00E+07 2.32 1.00E+10 API_WJG Stress 0.625 0.150 999.000 Chord 1.000 101.50 1.00E+04 9.71 1.00E+07 2.32 1.00E+10 API_WJG_ Stress 0.625 0.150 999.000 Chord 1.000 77.16 1.00E+04 13.92 1.80E+06 2.32 1.00E+10 API_WJP Stress 0.625 0.150 999.000 Chord 1.000 101.50 1.00E+04 9.71 1.00E+07 2.32 1.00E+10 API_WJP_ Stress 0.625 0.150 999.000 Chord 1.000 77.16 1.00E+04 13.92 1.80E+06 2.32 1.00E+10 API_WJ_W Stress 0.625 0.250 999.000 Chord 1.000 77.16 1.00E+04 13.92 1.80E+06 2.32 1.00E+10 API_X Stress 1.000 0.250 1.500 Brace 1.000 48.61 1.00E+04 5.07 2.00E+08 API_XP Stress 999.000 0.250 999.000 Brace 1.000 47.01 1.00E+04 3.33 2.00E+08 AWSE Stress 999.000 0.250 999.000 Chord 1.000 21.00 1.00E+05 5.00 8.00E+06 AWS_E Stress 1.500 0.150 999.000 Chord 1.000 21.00 1.00E+05 5.00 8.00E+06 B1 Stress 0.984 0.000 999.000 Chord 1.000 87.30 1.00E+04 15.53 1.00E+07 9.79 1.00E+08 B1_WET Stress 0.984 0.000 999.000 Chord 1.000 77.81 1.00E+04 24.60 1.00E+06 9.79 1.00E+08 B2 Stress 0.984 0.000 999.000 Chord 1.000 76.39 1.00E+04 13.58 1.00E+07 8.57 1.00E+08 B2_WET Stress 0.984 0.000 999.000 Chord 1.000 68.08 1.00E+04 21.53 1.00E+06 8.57 1.00E+08 C Stress 0.984 0.150 999.000 Chord 1.000 106.11 1.00E+04 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ S N C U R V E S T A T U S +++ ===================================== Dimensions are Inches and KSI SN SN /---- Thickness Correction ---/ S Improve /--- Curve -----/ Name Type To Exp Max Member Factor S N 10.61 1.00E+07 6.70 1.00E+08 C1 Stress 0.984 0.150 999.000 Chord 1.000 95.08 1.00E+04 9.51 1.00E+07 6.00 1.00E+08 C1_WET Stress 0.984 0.150 999.000 Chord 1.000 69.95 1.00E+04 15.07 1.00E+06 6.00 1.00E+08 C2 Stress 0.984 0.150 999.000 Chord 1.000 84.87 1.00E+04 8.49 1.00E+07 5.36 1.00E+08 C2_WET Stress 0.984 0.150 999.000 Chord 1.000 62.44 1.00E+04 13.45 1.00E+06 5.36 1.00E+08 CHAIN Tension 0.74 1.00E+03 0.05 1.00E+07 C_WET Stress 0.984 0.150 999.000 Chord 1.000 78.06 1.00E+04 16.82 1.00E+06 6.70 1.00E+08 D Stress 0.984 0.200 999.000 Chord 1.000 76.40 1.00E+04 7.64 1.00E+07 4.82 1.00E+08 DNV_B1 Stress 0.984 0.000 999.000 Chord 1.000 87.30 1.00E+04 15.53 1.00E+07 9.79 1.00E+08 DNV_B1_W Stress 0.984 0.000 999.000 Chord 1.000 77.81 1.00E+04 24.60 1.00E+06 9.79 1.00E+08 DNV_B2 Stress 0.984 0.000 999.000 Chord 1.000 76.39 1.00E+04 13.58 1.00E+07 8.57 1.00E+08 DNV_B2_W Stress 0.984 0.000 999.000 Chord 1.000 68.08 1.00E+04 21.53 1.00E+06 8.57 1.00E+08 DNV_C Stress 0.984 0.150 999.000 Chord 1.000 106.11 1.00E+04 10.61 1.00E+07 6.70 1.00E+08 DNV_C1 Stress 0.984 0.150 999.000 Chord 1.000 95.08 1.00E+04 9.51 1.00E+07 6.00 1.00E+08 DNV_C1_W Stress 0.984 0.150 999.000 Chord 1.000 69.95 1.00E+04 15.07 1.00E+06 6.00 1.00E+08 DNV_C2 Stress 0.984 0.150 999.000 Chord 1.000 84.87 1.00E+04 8.49 1.00E+07 5.36 1.00E+08 DNV_C2_W Stress 0.984 0.150 999.000 Chord 1.000 62.44 1.00E+04 13.45 1.00E+06 5.36 1.00E+08 DNV_C_WE Stress 0.984 0.150 999.000 Chord 1.000 78.06 1.00E+04 16.82 1.00E+06 6.70 1.00E+08 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ S N C U R V E S T A T U S +++ ===================================== Dimensions are Inches and KSI SN SN /---- Thickness Correction ---/ S Improve /--- Curve -----/ Name Type To Exp Max Member Factor S N DNV_D Stress 0.984 0.200 999.000 Chord 1.000 76.40 1.00E+04 7.64 1.00E+07 4.82 1.00E+08 DNV_D_WE Stress 0.984 0.200 999.000 Chord 1.000 56.21 1.00E+04 12.11 1.00E+06 4.82 1.00E+08 DNV_E Stress 0.984 0.200 999.000 Chord 1.000 67.89 1.00E+04 6.79 1.00E+07 4.28 1.00E+08 DNV_E_WE Stress 0.984 0.200 999.000 Chord 1.000 49.94 1.00E+04 10.76 1.00E+06 4.28 1.00E+08 DNV_F Stress 0.984 0.250 999.000 Chord 1.000 60.27 1.00E+04 6.03 1.00E+07 3.80 1.00E+08 DNV_F1 Stress 0.984 0.250 999.000 Chord 1.000 53.47 1.00E+04 5.35 1.00E+07 3.37 1.00E+08 DNV_F1_W Stress 0.984 0.250 999.000 Chord 1.000 39.33 1.00E+04 8.47 1.00E+06 3.37 1.00E+08 DNV_F3 Stress 0.984 0.250 999.000 Chord 1.000 47.55 1.00E+04 4.75 1.00E+07 3.00 1.00E+08 DNV_F3_W Stress 0.984 0.250 999.000 Chord 1.000 34.98 1.00E+04 7.54 1.00E+06 3.00 1.00E+08 DNV_F_WE Stress 0.984 0.250 999.000 Chord 1.000 44.34 1.00E+04 9.55 1.00E+06 3.80 1.00E+08 DNV_G Stress 0.984 0.250 999.000 Chord 1.000 42.44 1.00E+04 4.24 1.00E+07 2.68 1.00E+08 DNV_G_WE Stress 0.984 0.250 999.000 Chord 1.000 31.22 1.00E+04 6.73 1.00E+06 2.68 1.00E+08 DNV_T Stress 999.000 0.250 999.000 Chord 1.000 76.40 1.00E+04 7.64 1.00E+07 4.82 1.00E+08 DNV_T_WE Stress 1.260 0.250 999.000 Chord 1.000 56.21 1.00E+04 12.11 1.00E+06 4.82 1.00E+08 DNV_W1 Stress 0.984 0.250 999.000 Chord 1.000 38.20 1.00E+04 3.82 1.00E+07 2.41 1.00E+08 DNV_W1_W Stress 0.984 0.250 999.000 Chord 1.000 28.10 1.00E+04 6.06 1.00E+06 2.41 1.00E+08 DNV_W2 Stress 0.984 0.250 999.000 Chord 1.000 33.94 1.00E+04 3.39 1.00E+07 2.14 1.00E+08 DNV_W2_W Stress 0.984 0.250 999.000 Chord 1.000 24.97 1.00E+04 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ S N C U R V E S T A T U S +++ ===================================== Dimensions are Inches and KSI SN SN /---- Thickness Correction ---/ S Improve /--- Curve -----/ Name Type To Exp Max Member Factor S N 5.38 1.00E+06 2.14 1.00E+08 DNV_W3 Stress 0.984 0.250 999.000 Chord 1.000 30.56 1.00E+04 3.06 1.00E+07 1.93 1.00E+08 DNV_W3_W Stress 0.984 0.250 999.000 Chord 1.000 22.48 1.00E+04 4.84 1.00E+06 1.93 1.00E+08 D_WET Stress 0.984 0.200 999.000 Chord 1.000 56.21 1.00E+04 12.11 1.00E+06 4.82 1.00E+08 E Stress 0.984 0.200 999.000 Chord 1.000 67.89 1.00E+04 6.79 1.00E+07 4.28 1.00E+08 E_WET Stress 0.984 0.200 999.000 Chord 1.000 49.94 1.00E+04 10.76 1.00E+06 4.28 1.00E+08 F Stress 0.984 0.250 999.000 Chord 1.000 60.27 1.00E+04 6.03 1.00E+07 3.80 1.00E+08 F1 Stress 0.984 0.250 999.000 Chord 1.000 53.47 1.00E+04 5.35 1.00E+07 3.37 1.00E+08 F1_WET Stress 0.984 0.250 999.000 Chord 1.000 39.33 1.00E+04 8.47 1.00E+06 3.37 1.00E+08 F3 Stress 0.984 0.250 999.000 Chord 1.000 47.55 1.00E+04 4.75 1.00E+07 3.00 1.00E+08 F3_WET Stress 0.984 0.250 999.000 Chord 1.000 34.98 1.00E+04 7.54 1.00E+06 3.00 1.00E+08 F_WET Stress 0.984 0.250 999.000 Chord 1.000 44.34 1.00E+04 9.55 1.00E+06 3.80 1.00E+08 G Stress 0.984 0.250 999.000 Chord 1.000 42.44 1.00E+04 4.24 1.00E+07 2.68 1.00E+08 G_WET Stress 0.984 0.250 999.000 Chord 1.000 31.22 1.00E+04 6.73 1.00E+06 2.68 1.00E+08 HSE_TP Stress 0.500 0.300 999.000 Chord 1.000 96.96 1.00E+04 9.72 1.00E+07 5.22 2.00E+08 T Stress 999.000 0.250 999.000 Chord 1.000 76.40 1.00E+04 7.64 1.00E+07 4.82 1.00E+08 TP Stress 0.500 0.300 999.000 Chord 1.000 96.96 1.00E+04 9.72 1.00E+07 5.22 2.00E+08 T_WET Stress 1.260 0.250 999.000 Chord 1.000 56.21 1.00E+04 12.11 1.00E+06 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ S N C U R V E S T A T U S +++ ===================================== Dimensions are Inches and KSI SN SN /---- Thickness Correction ---/ S Improve /--- Curve -----/ Name Type To Exp Max Member Factor S N 4.82 1.00E+08 W Stress 0.865 0.250 999.000 Chord 1.000 36.31 1.00E+04 3.63 1.00E+07 2.30 1.00E+08 W1 Stress 0.984 0.250 999.000 Chord 1.000 38.20 1.00E+04 3.82 1.00E+07 2.41 1.00E+08 W1_WET Stress 0.984 0.250 999.000 Chord 1.000 28.10 1.00E+04 6.06 1.00E+06 2.41 1.00E+08 W2 Stress 0.984 0.250 999.000 Chord 1.000 33.94 1.00E+04 3.39 1.00E+07 2.14 1.00E+08 W2_WET Stress 0.984 0.250 999.000 Chord 1.000 24.97 1.00E+04 5.38 1.00E+06 2.14 1.00E+08 W3 Stress 0.984 0.250 999.000 Chord 1.000 30.56 1.00E+04 3.06 1.00E+07 1.93 1.00E+08 W3_WET Stress 0.984 0.250 999.000 Chord 1.000 22.48 1.00E+04 4.84 1.00E+06 1.93 1.00E+08 WIRE Tension 0.93 1.00E+03 0.10 1.00E+07 X Stress 1.000 0.250 1.500 Brace 1.000 48.61 1.00E+04 5.07 2.00E+08 XP Stress 999.000 0.250 999.000 Brace 1.000 47.01 1.00E+04 3.33 2.00E+08 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C L A S S D I M E N S I O N S S U M M A R Y +++ ======================================================= Class Property /------------------------------- Segment Dimensions (in) -------------------------------/ Name No %Length Length Type A B C D E F G H PT PW -------- -- -------- ------ -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~CONE 1 6.7 CONE 144.000 1.000 120.000 2 6.7 CONE 120.000 1.000 96.000 3 6.7 CONE 96.000 1.000 72.000 4 TUBE 72.000 1.000 5 6.7 CONE 72.000 1.000 96.000 6 6.7 CONE 96.000 1.000 120.000 7 6.7 CONE 120.000 1.000 144.000 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ M A T E R I A L A N D R E D E S I G N S U M M A R Y +++ ================================================================= Youngs Thermal Yield Ultimate Breaking Class Seg. Modulus Poissons Coef Stress Stress Strength Specific /------- Redesign -------/ Name No. (Ksi) Ratio (1/Deg F) (Ksi) (Ksi) (kips) Gravity Selector kl/r Lim d/t Lim -------- ---- --------- --------- --------- --------- --------- --------- --------- -------- -------- -------- ~CONE 1 2.90E+04 0.300 6.50E-06 36.00 60.00 24693.44 7.85 CO@ 2 2.90E+04 0.300 6.50E-06 36.00 60.00 24693.44 7.85 CO@ 3 2.90E+04 0.300 6.50E-06 36.00 60.00 24693.44 7.85 CO@ 4 2.90E+04 0.300 6.50E-06 36.00 60.00 13383.19 7.85 P@ 5 2.90E+04 0.300 6.50E-06 36.00 60.00 15646.41 7.85 CO@ 6 2.90E+04 0.300 6.50E-06 36.00 60.00 15646.41 7.85 CO@ 7 2.90E+04 0.300 6.50E-06 36.00 60.00 15646.41 7.85 CO@ Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C L A S S S E C T I O N S U M M A R Y +++ ================================================= Stiffner Spacing is in Inches Class Seg. Area /---- Shear Alpha --/ /------- Inertia (in**4) ------/ /--- Trans. Stiff --/ /--- Long. Stiff ---/ Name No. (in**2) Y Z J Y Z Class Where Space Class Where Space -------- ---- ---------- ---------- ---------- ---------- ---------- ---------- -------- ----- ------ -------- ----- ------ ~CONE 1 411.56 1.9999 1.9999 1.771E+06 8.854E+05 8.854E+05 2 335.71 1.9999 1.9999 9.650E+05 4.825E+05 4.825E+05 3 259.89 1.9998 1.9998 4.508E+05 2.254E+05 2.254E+05 4 223.05 1.9997 1.9997 2.812E+05 1.406E+05 1.406E+05 5 260.77 1.9998 1.9998 4.523E+05 2.262E+05 2.262E+05 6 335.04 1.9999 1.9999 9.631E+05 4.816E+05 4.816E+05 7 409.34 1.9999 1.9999 1.761E+06 8.807E+05 8.807E+05 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C A T E G O R Y S U M M A R Y F O R P A R T C O N E +++ =================================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In The Part System of Part CONE Weight Buoyancy /--- Center of Gravity ---/ /--- Center of Buoyancy ---/ Category Factor Factor Name Weight X Y Z Buoyancy X Y Z --------- --------- --------- -------- -------- --------- --------- --------- -------- -------- --------- --------- STR_MODE 1.000 1.000 ~CONE 91.30 0.00 0.00 45.50 280.02 0.00 0.00 39.67 ======== ======== ======== ======== ======== ======== ======== ======== TOTAL 91.30 0.00 0.00 45.50 280.02 0.00 0.00 39.67 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T N O D E S U M M A R Y F O R P A R T C O N E +++ ======================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified NODE /--- PART LOCATION ------/ /---- GLOBAL LOCATION ----//---- FIXED ----/ NAME TYPE X Y Z X Y Z X Y Z RX RY RZ -------- ---------------- -------- -------- -------- -------- -------- -------- -- -- -- -- -- -- *1 EXTREMITY 0.000 0.000 0.000 0.000 0.000 0.000 N N N N N N *2 EXTREMITY 0.000 0.000 100.000 0.000 0.000 100.000 N N N N N N Page 12 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T S U M M A R Y F O R P A R T C O N E +++ ============================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified POINT ASSOC. /--- PART OFFSET -----/ /--- PART LOCATION ---/ /-- GLOBAL LOCATION --/ NAME NODE X Y Z X Y Z X Y Z -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- **CO0004 *1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 **CO0005 *1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 **CONE *1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 13 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T N O D E - C O I N C I D E N T S U M M A R Y +++ ================================================================= Nodes on Each Line are Coincident -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- For Part CONE Page 14 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M L O A D A T T R I B U T E S F O R P A R T C O N E +++ =========================================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified /----------- Diameter (in) -----------/ Name Class Begin End Length Buoy Drag Added Mass Wind Disp/Len Displac. Weight -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- CONE ~CONE *1 *2 100.00 280.02 91.30 0.00 6.67 6.67 132.18 132.18 132.18 132.18 0.00 40.64 9.34 6.67 13.33 6.67 132.18 132.18 132.18 132.18 0.00 40.64 9.34 13.33 20.00 6.67 132.18 132.18 132.18 132.18 0.00 40.64 9.34 20.00 80.00 60.00 72.00 72.00 72.00 72.00 0.00 108.52 45.54 80.00 86.67 6.67 84.29 84.29 84.29 84.29 0.00 16.52 5.92 86.67 93.33 6.67 84.29 84.29 84.29 84.29 0.00 16.52 5.92 93.33 100.00 6.67 84.29 84.29 84.29 84.29 0.00 16.52 5.92 Page 15 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M P R O P E R T I E S F O R P A R T C O N E +++ ================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Element Class Node /--- Releases --/ /-- Part Offset (in) --/ Bl*K/L Ref Node /- Mem Y Dir Cosines -/ Name Name Name FX FY FZ MX MY MZ X Y Z Y/Z Ch Angle X Y Z Length Weight -------- -------- -------- -- -- -- -- -- -- -------- -------- -------- --------- -------- ------- ------- ------- ------- ------- CONE ~CONE *1 0.00 0.00 0.00 1.00 1.0000 0.0000 0.0000 100.00 91.30 *2 0.00 0.00 0.00 1.00 0.00 Page 16 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ W I N D V O R T E X S H E D D I N G F O R P A R T C O N E +++ =========================================================================== Frequencies in Rad./Sec. and Velocities in Knots Wind Corrected for Height and Values > 10000 Omitted /-- Region II --/ /--- Mode 1 ---/ /--- Mode 2 ---/ /--- Mode 3 ---/ Name Class Begin End Vbeg Vend Omega Vcr Omega Vcr Omega Vcr Comment -------- -------- -------- -------- -------- -------- -------- ------- -------- ------- -------- ------- ------- CONE ~CONE *1 *2 3.8 43.9 35.4 114.7 152.0 492.2 366.0 1185.2 35.4 114.7 152.0 492.2 366.0 1185.2 Page 17 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C U R R E N T V O R T E X S H E D D I N G F O R P A R T C O N E +++ ================================================================================= Frequencies in Rad./Sec. and Velocities in ft/sec Values > 10000 Omitted /-- Region II --/ /--- Mode 1 ---/ /--- Mode 2 ---/ /--- Mode 3 ---/ Name Class Begin End Vbeg Vend Omega Vcr Omega Vcr Omega Vcr Comment -------- -------- -------- -------- -------- -------- -------- ------- -------- ------- -------- ------- ------- CONE ~CONE *1 *2 0.4 5.1 35.4 203.1 152.0 871.9 366.0 2099.4 35.4 203.1 152.0 871.9 366.0 2099.4 Page 18 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M S C F S F O R P A R T C O N E +++ ===================================================== Dimensions are in Inches SCFs Are Corrected For Thickness Beam Connection /----- SN -------/-- Beam Fatigue --/ Name /---- Nodes ----/ %Dist. Type Thickness Curve SCF X SCF Y SCF Z -------- -------- -------- -------- --------------- --------- -------- ------ ----- ----- CONE *1 *2 0.00 TUBE/CONE 0.999 DNV_W3 2.54 2.54 2.54 6.67 TUBE/CONE 0.999 DNV_W3 2.41 2.41 2.41 6.67 TUBE/CONE 0.997 DNV_W3 2.40 2.40 2.40 13.33 TUBE/CONE 0.997 DNV_W3 2.26 2.26 2.26 13.33 TUBE/CONE 0.993 DNV_W3 2.26 2.26 2.26 20.00 TUBE/CONE 0.993 DNV_W3 2.09 2.09 2.09 20.00 TUBE/CONE 1.000 DNV_W3 2.09 2.09 2.09 80.00 TUBE/CONE 1.000 DNV_W3 2.09 2.09 2.09 80.00 TUBE/CONE 0.997 DNV_W3 2.09 2.09 2.09 86.67 TUBE/CONE 0.997 DNV_W3 2.26 2.26 2.26 86.67 TUBE/CONE 0.995 DNV_W3 2.26 2.26 2.26 93.33 TUBE/CONE 0.995 DNV_W3 2.41 2.41 2.41 93.33 TUBE/CONE 0.993 DNV_W3 2.40 2.40 2.40 100.00 TUBE/CONE 0.993 DNV_W3 2.54 2.54 2.54 Page 19 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M T U B E D A T A F O R P A R T C O N E +++ =============================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Element Class Seg. Diameter Wall Th. Fy Name Name /---- Nodes ----/ No. Distance Length (in) (in) (Ksi) Flood Buoyancy Weight -------- -------- -------- -------- ---- -------- -------- -------- -------- -------- ----- -------- -------- CONE ~CONE *1 *2 4 20.000 60.000 72.00 1.000 36.00 No 108.52 45.54 Page 20 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M E N D S F O R P A R T C O N E +++ ===================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Coordinates Are In The Part System /----------- END A -------------/ /----------- END B -------------/ Element Class Node Coordinates Node Coordinates Name Name Name X Y Z Name X Y Z Length -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- CONE ~CONE *1 0.00 0.00 0.00 *2 0.00 0.00 100.00 100.00 Page 21 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1 SN CURVE STATUS . . . . . . . . . . . . . . . . . . . 2 CLASS DIMENSIONS SUMMARY . . . . . . . . . . . . . . . 7 MATERIAL AND REDESIGN SUMMARY . . . . . . . . . . . . 8 CLASS SECTION SUMMARY . . . . . . . . . . . . . . . . 9 CATEGORY SUMMARY FOR PART CONE . . . . . . . . . . . . 10 POINT NODE SUMMARY FOR PART CONE . . . . . . . . . . . 11 POINT SUMMARY FOR PART CONE . . . . . . . . . . . . . 12 POINT NODE-COINCIDENT SUMMARY . . . . . . . . . . . . 13 BEAM LOAD ATTRIBUTES FOR PART CONE . . . . . . . . . . 14 BEAM PROPERTIES FOR PART CONE . . . . . . . . . . . . 15 WIND VORTEX SHEDDING FOR PART CONE . . . . . . . . . . 16 CURRENT VORTEX SHEDDING FOR PART CONE . . . . . . . . 17 BEAM SCFS FOR PART CONE . . . . . . . . . . . . . . . 18 BEAM TUBE DATA FOR PART CONE . . . . . . . . . . . . . 19 BEAM ENDS FOR PART CONE . . . . . . . . . . . . . . . 20 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 21