Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P R O G R A M P A R A M E T E R S +++ =========================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Max. Length for Drag Comp. = 20.000 Max. Area for Drag Comp. = 400.000 Specific Gravity of Water = 1.025 Acceleration of Gravity = 32.200 Water Depth = 0.000 Added Mass Coef. for Tubes = 1.000 Slam Coef. for Tubes = Automatic Drag Coef. for Plates = 1.000 Slam Coef. for Plates = Automatic NUMBER COEFFICIENT ------ ----------- 1.000E+03 1.20 2.000E+05 1.20 3.000E+05 1.00 4.000E+05 0.32 5.000E+05 0.27 9.000E+05 0.40 2.000E+06 0.57 5.000E+06 0.62 1.000E+08 0.62 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P I E C E S U M M A R Y +++ ================================= Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Compart Piece Diffrac. Surface Projected Area Sum Area * Normal Name Name Type Permeab. Area ----------------------- ----------------------- -------- -------- -------- -------- --------- ---X--- ---Y--- ---Z--- ---X--- ---Y--- ---Z--- TOW_BRG TOW_BRG Strip 1.000 69600 1800 6001 27000 -0.000 -0.000 0.000 Page 3 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 J A C K E T +++ ======================================================================= Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In The Part System of Part JACKET Weight Buoyancy /--- Center of Gravity ---/ /--- Center of Buoyancy ---/ Category Factor Factor Name Weight X Y Z Buoyancy X Y Z --------- --------- --------- -------- -------- --------- --------- --------- -------- -------- --------- --------- EXTRAS 1.000 1.000 JACKET 3000.00 25.00 0.00 25.00 0.00 0.00 0.00 0.00 STR_MODE 1.000 1.000 ~BEAM 116.91 25.00 0.00 25.00 232.82 25.00 0.00 25.00 ~CHOR 5.39 25.00 0.00 25.00 10.74 25.00 0.00 25.00 ======== ======== ======== ======== ======== ======== ======== ======== TOTAL 3122.30 25.00 0.00 25.00 243.55 25.00 0.00 25.00 Page 4 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 J A C K E T +++ =============================================================================== 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 -------- -------- -------- -------- -------- -------- -------- ------- -------- ------- -------- ------- ------- B1 ~BEAM *DB1 *DB2 11.4 132.6 56.8 67.0 227.4 267.9 511.6 602.7 56.8 67.0 227.4 267.9 511.6 602.7 B10 ~BEAM *DB2 *DB5 11.4 132.6 113.7 133.9 454.8 535.7 1023.3 1205.4 113.7 133.9 454.8 535.7 1023.3 1205.4 B13 ~BEAM *DT5 *DT3 10.8 126.5 113.7 127.7 454.8 510.8 1023.3 1149.3 113.7 127.7 454.8 510.8 1023.3 1149.3 B14 ~BEAM *DT2 *DT5 10.8 126.5 113.7 127.7 454.8 510.8 1023.3 1149.3 113.7 127.7 454.8 510.8 1023.3 1149.3 B2 ~BEAM *DT1 *DT2 10.8 126.5 56.8 63.9 227.4 255.4 511.6 574.7 56.8 63.9 227.4 255.4 511.6 574.7 B3 ~BEAM *DT1 *DB1 11.4 132.6 56.8 67.0 227.4 267.9 511.6 602.7 56.8 67.0 227.4 267.9 511.6 602.7 B4 ~BEAM *DT2 *DB2 11.4 132.6 56.8 67.0 227.4 267.9 511.6 602.7 56.8 67.0 227.4 267.9 511.6 602.7 B5 ~BEAM *DT3 *DB3 11.4 132.6 56.8 67.0 227.4 267.9 511.6 602.7 56.8 67.0 227.4 267.9 511.6 602.7 B6 ~BEAM *DT4 *DB4 11.4 132.6 56.8 67.0 227.4 267.9 511.6 602.7 56.8 67.0 227.4 267.9 511.6 602.7 B9 ~BEAM *DB5 *DB3 11.4 132.6 113.7 133.9 454.8 535.7 1023.3 1205.4 113.7 133.9 454.8 535.7 1023.3 1205.4 BEAM|033 ~BEAM *DB2 *DB4 11.4 132.6 56.8 67.0 227.4 267.9 511.6 602.7 56.8 67.0 227.4 267.9 511.6 602.7 BEAM|034 ~BEAM *DB4 *DB3 11.4 132.6 56.8 67.0 227.4 267.9 511.6 602.7 56.8 67.0 227.4 267.9 511.6 602.7 BEAM|035 ~BEAM *DB3 *DB1 11.4 132.6 56.8 67.0 227.4 267.9 511.6 602.7 56.8 67.0 227.4 267.9 511.6 602.7 BEAM|037 ~BEAM *DT2 *DT4 10.8 126.5 56.8 63.9 227.4 255.4 511.6 574.7 56.8 63.9 227.4 255.4 511.6 574.7 BEAM|038 ~BEAM *DT4 *DT3 10.8 126.5 56.8 63.9 227.4 255.4 511.6 574.7 56.8 63.9 227.4 255.4 511.6 574.7 BEAM|039 ~BEAM *DT3 *DT1 10.8 126.5 56.8 63.9 227.4 255.4 511.6 574.7 56.8 63.9 227.4 255.4 511.6 574.7 B11 ~CHOR *DT5 *DT4 21.7 252.9 60.8 34.1 243.2 136.6 547.2 307.3 60.8 34.1 243.2 136.6 547.2 307.3 B12 ~CHOR *DT1 *DT5 21.7 252.9 60.8 34.1 243.2 136.6 547.2 307.3 60.8 34.1 243.2 136.6 547.2 307.3 B7 ~CHOR *DB5 *DB4 22.7 265.3 60.8 35.8 243.2 143.2 547.2 322.3 60.8 35.8 243.2 143.2 547.2 322.3 B8 ~CHOR *DB1 *DB5 22.7 265.3 60.8 35.8 243.2 143.2 547.2 322.3 60.8 35.8 243.2 143.2 547.2 322.3 Page 5 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 J A C K E T +++ ========================================================= 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 -------- -------- -------- -------- --------------- --------- -------- ------ ----- ----- B1 *DB1 *DB2 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 B10 *DB2 *DB5 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 1.00 1.00 1.00 B13 *DT5 *DT3 0.00 TUBE/JOINT 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 B14 *DT2 *DT5 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 1.00 1.00 1.00 B2 *DT1 *DT2 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 B3 *DT1 *DB1 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 B4 *DT2 *DB2 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 B5 *DT3 *DB3 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 B6 *DT4 *DB4 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 B9 *DB5 *DB3 0.00 TUBE/JOINT 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 BEAM|033 *DB2 *DB4 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 BEAM|034 *DB4 *DB3 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 BEAM|035 *DB3 *DB1 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 BEAM|037 *DT2 *DT4 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 BEAM|038 *DT4 *DT3 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 BEAM|039 *DT3 *DT1 0.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 B11 *DT5 *DT4 0.00 TUBE/JOINT 0.250 DNV_W3 17.90 10.97 10.97 100.00 TUBE/TUBE 0.250 DNV_W3 1.00 1.00 1.00 B12 *DT1 *DT5 0.00 TUBE/TUBE 0.250 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.250 DNV_W3 17.90 10.97 10.97 B7 *DB5 *DB4 0.00 TUBE/JOINT 0.250 DNV_W3 17.90 10.97 10.97 100.00 TUBE/TUBE 0.250 DNV_W3 1.00 1.00 1.00 B8 *DB1 *DB5 0.00 TUBE/TUBE 0.250 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.250 DNV_W3 17.90 10.97 10.97 Page 6 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 -------- -- -------- ------ -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~BARGE 1 WBOX 1080.000 240.000 1.000 1.000 1.000 ~BEAM 1 TUBE 30.000 0.500 ~CHOR 1 TUBE 15.000 0.250 ~TIEDOWN 1 TUBE 20.000 1.000 ~VERT 1 TUBE 20.000 1.000 Page 7 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 -------- ---- --------- --------- --------- --------- --------- --------- --------- -------- -------- -------- ~BARGE 1 2.90E+04 0.300 6.50E-06 36.00 60.00 172440.00 7.85 WB@ ~BEAM 1 2.90E+04 0.300 6.50E-06 36.00 60.00 2780.31 7.85 P@ ~CHOR 1 2.90E+04 0.300 6.50E-06 36.00 60.00 695.08 7.85 P@ ~TIEDOWN 1 2.90E+04 0.300 6.50E-06 36.00 60.00 3581.42 7.85 P@ ~VERT 1 2.90E+04 0.300 6.50E-06 36.00 60.00 3581.42 7.85 P@ Page 8 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 T I E D O W N +++ ======================================================================= Process is TRAN|A: 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 -------- -------- -------- -- -- -- -- -- -- -------- -------- -------- --------- -------- ------- ------- ------- ------- ------- TIED|056 ~TIEDOWN *DB1 0.00 0.00 0.00 1.00 -0.7071 0.7071 0.0000 7.55 1.53 *B20 48.00 -252.00 120.00 1.00 0.00 TIED|057 ~TIEDOWN *DB1 0.00 0.00 0.00 1.00 0.7071 0.7071 0.0000 7.55 1.53 *B20 48.00 -348.00 120.00 1.00 0.00 TIED|058 ~TIEDOWN *DB1 0.00 0.00 0.00 1.00 -0.7071 -0.7071 0.0000 7.55 1.53 *B20 -48.00 -252.00 120.00 1.00 0.00 TIED|059 ~TIEDOWN *DB1 0.00 0.00 0.00 1.00 0.7071 -0.7071 0.0000 7.55 1.53 *B20 -48.00 -348.00 120.00 1.00 0.00 TIED|060 ~TIEDOWN *DB2 0.00 0.00 0.00 1.00 -0.7071 0.7071 0.0000 7.55 1.53 *B20 48.00 348.00 120.00 1.00 0.00 TIED|061 ~TIEDOWN *DB2 0.00 0.00 0.00 1.00 0.7071 0.7071 0.0000 7.55 1.53 *B20 48.00 252.00 120.00 1.00 0.00 TIED|062 ~TIEDOWN *DB2 0.00 0.00 0.00 1.00 -0.7071 -0.7071 0.0000 7.55 1.53 *B20 -48.00 348.00 120.00 1.00 0.00 TIED|063 ~TIEDOWN *DB2 0.00 0.00 0.00 1.00 0.7071 -0.7071 0.0000 7.55 1.53 *B20 -48.00 252.00 120.00 1.00 0.00 TIED|064 ~TIEDOWN *DB3 0.00 0.00 0.00 1.00 -0.7071 0.7071 0.0000 7.55 1.53 *B25 48.00 -252.00 120.00 1.00 0.00 TIED|065 ~TIEDOWN *DB3 0.00 0.00 0.00 1.00 0.7071 0.7071 0.0000 7.55 1.53 *B25 48.00 -348.00 120.00 1.00 0.00 TIED|066 ~TIEDOWN *DB3 0.00 0.00 0.00 1.00 -0.7071 -0.7071 0.0000 7.55 1.53 *B25 -48.00 -252.00 120.00 1.00 0.00 TIED|067 ~TIEDOWN *DB3 0.00 0.00 0.00 1.00 0.7071 -0.7071 0.0000 7.55 1.53 *B25 -48.00 -348.00 120.00 1.00 0.00 TIED|068 ~TIEDOWN *DB4 0.00 0.00 0.00 1.00 -0.7071 0.7071 0.0000 7.55 1.53 *B25 48.00 348.00 120.00 1.00 0.00 TIED|069 ~TIEDOWN *DB4 0.00 0.00 0.00 1.00 0.7071 0.7071 0.0000 7.55 1.53 *B25 48.00 252.00 120.00 1.00 0.00 TIED|070 ~TIEDOWN *DB4 0.00 0.00 0.00 1.00 -0.7071 -0.7071 0.0000 7.55 1.53 *B25 -48.00 348.00 120.00 1.00 0.00 TIED|071 ~TIEDOWN *DB4 0.00 0.00 0.00 1.00 0.7071 -0.7071 0.0000 7.55 1.53 *B25 -48.00 252.00 120.00 1.00 0.00 Page 9 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 T I E D O W N +++ =========================================================== Process is TRAN|A: 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 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- TIED|056 ~TIEDOWN *DB1 200.00 -25.00 25.00 *B20 204.00 -21.00 20.00 7.55 TIED|057 ~TIEDOWN *DB1 200.00 -25.00 25.00 *B20 204.00 -29.00 20.00 7.55 TIED|058 ~TIEDOWN *DB1 200.00 -25.00 25.00 *B20 196.00 -21.00 20.00 7.55 TIED|059 ~TIEDOWN *DB1 200.00 -25.00 25.00 *B20 196.00 -29.00 20.00 7.55 TIED|060 ~TIEDOWN *DB2 200.00 25.00 25.00 *B20 204.00 29.00 20.00 7.55 TIED|061 ~TIEDOWN *DB2 200.00 25.00 25.00 *B20 204.00 21.00 20.00 7.55 TIED|062 ~TIEDOWN *DB2 200.00 25.00 25.00 *B20 196.00 29.00 20.00 7.55 TIED|063 ~TIEDOWN *DB2 200.00 25.00 25.00 *B20 196.00 21.00 20.00 7.55 TIED|064 ~TIEDOWN *DB3 250.00 -25.00 25.00 *B25 254.00 -21.00 20.00 7.55 TIED|065 ~TIEDOWN *DB3 250.00 -25.00 25.00 *B25 254.00 -29.00 20.00 7.55 TIED|066 ~TIEDOWN *DB3 250.00 -25.00 25.00 *B25 246.00 -21.00 20.00 7.55 TIED|067 ~TIEDOWN *DB3 250.00 -25.00 25.00 *B25 246.00 -29.00 20.00 7.55 TIED|068 ~TIEDOWN *DB4 250.00 25.00 25.00 *B25 254.00 29.00 20.00 7.55 TIED|069 ~TIEDOWN *DB4 250.00 25.00 25.00 *B25 254.00 21.00 20.00 7.55 TIED|070 ~TIEDOWN *DB4 250.00 25.00 25.00 *B25 246.00 29.00 20.00 7.55 TIED|071 ~TIEDOWN *DB4 250.00 25.00 25.00 *B25 246.00 21.00 20.00 7.55 Page 10 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 11 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 12 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 13 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 14 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 15 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R I G H T I N G A R M R E S U L T S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Moment Scaled By 17272.73, KG = 31.20, and Wind Speed = 100 Knots Initial: Roll = 0.00, Trim = 0.00 Deg. Arms About Axis Yawed 0.0 Deg From Vessel X /----- Condition -----/ /-- Min. Height --/ /--- Righting ---/ /--- Heeling ---/ Area Net Draft Roll Trim W Tight NW Tight Arm Area Arm Area Ratio Arm 10.00 0.00 0.00 9999.00 9999.00 0.00 0.00 0.06 0.00 0.00 -0.062 9.99 2.00 0.00 9999.00 9999.00 1.44 1.44 0.06 0.12 11.60 1.380 9.98 4.00 0.00 9999.00 9999.00 2.89 5.78 0.06 0.25 23.20 2.830 9.95 6.00 0.00 9999.00 9999.00 4.36 13.03 0.06 0.37 34.82 4.293 9.97 8.00 -0.03 9999.00 9999.00 5.84 23.22 0.06 0.50 46.47 5.777 9.93 10.00 -0.03 9999.00 9999.00 7.35 36.42 0.06 0.63 58.14 7.290 9.88 12.00 -0.04 9999.00 9999.00 8.90 52.67 0.06 0.75 69.86 8.839 9.82 14.00 -0.04 9999.00 9999.00 10.20 71.78 0.06 0.88 81.30 10.137 9.60 16.00 0.00 9999.00 9999.00 10.74 92.72 0.07 1.01 91.53 10.677 9.62 18.00 -0.04 9999.00 9999.00 10.81 114.27 0.07 1.14 99.84 10.739 9.54 20.00 -0.06 9999.00 9999.00 10.57 135.64 0.07 1.28 106.19 10.502 9.45 22.00 -0.07 9999.00 9999.00 10.13 156.34 0.07 1.41 110.76 10.063 9.10 24.00 0.01 9999.00 9999.00 9.55 176.02 0.07 1.54 113.94 9.486 9.15 26.00 -0.06 9999.00 9999.00 8.87 194.44 0.07 1.68 115.92 8.803 9.05 28.00 -0.09 9999.00 9999.00 8.11 211.42 0.07 1.81 116.75 8.044 8.59 30.00 0.02 9999.00 9999.00 7.30 226.84 0.07 1.94 116.76 7.237 8.71 32.00 -0.10 9999.00 9999.00 6.45 240.59 0.07 2.07 116.04 6.383 8.59 34.00 -0.13 9999.00 9999.00 5.56 252.59 0.07 2.20 114.57 5.490 7.97 36.00 0.03 9999.00 9999.00 4.63 262.78 0.07 2.34 112.49 4.563 8.16 38.00 -0.13 9999.00 9999.00 3.67 271.08 0.07 2.47 109.88 3.606 8.02 40.00 -0.16 9999.00 9999.00 2.70 277.44 0.07 2.60 106.77 2.631 7.19 42.00 0.07 9999.00 9999.00 1.71 281.85 0.06 2.73 103.30 1.645 7.52 44.00 -0.15 9999.00 9999.00 0.71 284.26 0.06 2.86 99.49 0.641 7.38 46.00 -0.20 9999.00 9999.00 -0.31 284.66 0.06 2.99 95.32 -0.371 6.76 48.00 -0.06 9999.00 9999.00 -1.32 283.03 0.06 3.11 90.89 -1.386 Page 16 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ 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 TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- TOW_BRG Location 0.00 0.00 -10.00 0.00 0.00 0.00 N Force 0.00 0.00 0.00 0 0 0 Page 17 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R T O W _ B R G +++ ===================================================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = 10.00 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 30.37 K-Y = 94.97 K-Z = 94.57 GMT = 41.30 GML = 723.77 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part CAN ------------ ELEMENTS 4.06 225.00 0.00 22.50 ---------------- Part JACKET ------------ ELEMENTS 122.30 225.00 0.00 50.00 LOAD_GRO 3000.00 225.00 0.00 50.00 ---------------- Part TIEDOWN ------------ ELEMENTS 24.54 225.00 -0.00 22.50 ---------------- Part TOW_BRG ------------ LOAD_GRO 14121.84 133.27 -0.00 27.06 ======== ======== ======= ======= ======= Total 17272.73 150.00 0.00 31.20 Buoyancy 17272.74 150.00 -0.00 5.00 Page 18 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N T O W _ B R G +++ ======================================================= Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -17272.73 0 2590910 0 Buoyancy 0.00 0.00 17272.73 0 -2590909 0 Inertia 0.00 0.00 0.00 0 0 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 Page 19 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C O M P A R T M E N T P R O P E R T I E S +++ =================================================== Results Are Reported In Body System Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. -------- Page 20 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C A T E G O R Y S T A T U S F O R P A R T C A N +++ =============================================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In The Part System Weight Buoyancy /--- Center of Gravity --/ Category Factor Factor Weight X Y Z Buoyancy --------- --------- --------- -------- --------- --------- --------- --------- STR_MODE 1.000 1.000 4.06 225.00 0.00 22.50 2.79 ======== ========= ========= ========= ========= TOTAL 4.06 225.00 0.00 22.50 2.79 Page 21 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C A T E G O R Y S T A T U S F O R P A R T J A C K E T +++ ===================================================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In The Part System Weight Buoyancy /--- Center of Gravity --/ Category Factor Factor Weight X Y Z Buoyancy --------- --------- --------- -------- --------- --------- --------- --------- EXTRAS 1.000 1.000 3000.00 25.00 0.00 25.00 0.00 STR_MODE 1.000 1.000 122.30 25.00 0.00 25.00 243.55 ======== ========= ========= ========= ========= TOTAL 3122.30 25.00 0.00 25.00 243.55 Page 22 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C A T E G O R Y S T A T U S F O R P A R T T I E D O W N +++ ======================================================================= Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In The Part System Weight Buoyancy /--- Center of Gravity --/ Category Factor Factor Weight X Y Z Buoyancy --------- --------- --------- -------- --------- --------- --------- --------- STR_MODE 1.000 1.000 24.54 225.00 0.00 22.50 16.86 ======== ========= ========= ========= ========= TOTAL 24.54 225.00 0.00 22.50 16.86 Page 23 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C A T E G O R Y S T A T U S F O R P A R T T O W _ B R G +++ ======================================================================= Process is TRAN|A: Units Are Degrees, Feet, and Kips 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 -53.16 210.07 0.00 10.00 0.00 B120 1.000 1.000 1.00 180.00 0.00 7.00 0.00 EXTRAS 1.000 1.000 1.00 0.00 0.00 0.00 0.00 L_SHIP 1.000 1.000 14173.00 133.56 0.00 27.00 0.00 ======== ========= ========= ========= ========= TOTAL 14121.84 133.27 -0.00 27.06 0.00 Page 24 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * Heading = 0.00 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 TOW_BRG At X = 150.0 Y = 0.0 Z = 31.2 Process is TRAN|A: 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 0.3142 20.00 0.882 116 0.000 0 0.969 26 0.000 0 0.186 -64 0.000 0 0.4189 15.00 0.800 137 0.000 0 0.898 45 0.000 0 0.320 -46 0.000 0 0.4833 13.00 0.719 152 0.000 0 0.819 60 0.000 0 0.406 -32 0.000 0 0.5712 11.00 0.566 177 0.000 0 0.659 82 0.000 0 0.502 -11 0.000 0 0.5984 10.50 0.509 -173 0.000 0 0.596 90 0.000 0 0.521 -4 0.000 0 0.6283 10.00 0.442 -163 0.000 0 0.521 99 0.000 0 0.534 2 0.000 0 0.6614 9.50 0.364 -151 0.000 0 0.433 109 0.000 0 0.536 11 0.000 0 0.6981 9.00 0.275 -138 0.000 0 0.329 120 0.000 0 0.520 21 0.000 0 0.7392 8.50 0.174 -121 0.000 0 0.211 133 0.000 0 0.477 33 0.000 0 0.7854 8.00 0.066 -98 0.000 0 0.085 148 0.000 0 0.399 46 0.000 0 0.8378 7.50 0.041 89 0.000 0 0.034 -14 0.001 -71 0.280 60 0.000 0 0.8976 7.00 0.129 123 0.000 0 0.116 6 0.000 0 0.136 77 0.000 0 0.9666 6.50 0.174 159 0.000 0 0.128 34 0.000 0 0.019 51 0.000 0 1.0472 6.00 0.141 -156 0.000 0 0.073 77 0.000 0 0.054 -6 0.000 0 1.1424 5.50 0.024 -99 0.000 0 0.009 142 0.000 0 0.043 50 0.000 0 1.2566 5.00 0.087 151 0.000 0 0.019 48 0.000 0 0.006 -9 0.000 0 1.5708 4.00 0.049 -150 0.000 0 0.017 -62 0.000 0 0.002 34 0.000 0 Page 25 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * Heading = 45.00 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 TOW_BRG At X = 150.0 Y = 0.0 Z = 31.2 Process is TRAN|A: 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 0.3142 20.00 0.635 109 0.666 109 0.984 18 0.122 107 0.133 -72 0.076 -163 0.4189 15.00 0.600 123 0.615 123 0.948 33 0.215 121 0.233 -59 0.127 -148 0.4833 13.00 0.565 134 0.568 135 0.908 43 0.283 131 0.304 -49 0.159 -137 0.5712 11.00 0.500 152 0.483 153 0.823 59 0.387 147 0.403 -34 0.197 -118 0.5984 10.50 0.475 158 0.452 159 0.789 65 0.423 152 0.432 -29 0.207 -112 0.6283 10.00 0.444 165 0.416 166 0.746 71 0.466 157 0.460 -24 0.215 -105 0.6614 9.50 0.408 173 0.372 174 0.693 78 0.520 164 0.488 -18 0.222 -96 0.6981 9.00 0.364 -176 0.321 -175 0.626 86 0.597 170 0.510 -11 0.225 -86 0.7392 8.50 0.311 -165 0.258 -164 0.542 95 0.728 174 0.522 -3 0.223 -74 0.7854 8.00 0.248 -151 0.174 -147 0.436 106 0.959 161 0.513 4 0.205 -60 0.8378 7.50 0.175 -134 0.136 -107 0.306 117 0.991 106 0.469 14 0.182 -33 0.8976 7.00 0.092 -112 0.090 -99 0.157 130 0.283 51 0.377 27 0.178 -12 0.9666 6.50 0.008 -45 0.012 -87 0.016 147 0.081 25 0.244 44 0.134 13 1.0472 6.00 0.073 115 0.045 142 0.071 -7 0.050 17 0.106 69 0.074 47 1.1424 5.50 0.115 156 0.067 -174 0.081 32 0.022 65 0.010 50 0.007 91 1.2566 5.00 0.086 -151 0.041 -117 0.041 91 0.008 -147 0.039 5 0.035 -29 1.5708 4.00 0.053 -163 0.006 -101 0.005 97 0.005 -149 0.008 12 0.007 -16 Page 26 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 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 TOW_BRG At X = 150.0 Y = 0.0 Z = 31.2 Process is TRAN|A: 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 0.3142 20.00 0.000 0 0.957 90 0.999 0 0.176 90 0.000 0 0.004 90 0.4189 15.00 0.000 0 0.915 90 1.000 0 0.322 89 0.000 0 0.008 91 0.4833 13.00 0.000 0 0.880 90 1.003 0 0.443 89 0.000 0 0.011 92 0.5712 11.00 0.000 0 0.820 91 1.011 0 0.671 89 0.000 0 0.016 94 0.5984 10.50 0.000 0 0.797 91 1.015 0 0.764 87 0.000 0 0.019 93 0.6283 10.00 0.000 0 0.770 92 1.021 0 0.886 85 0.000 0 0.022 92 0.6614 9.50 0.000 0 0.736 92 1.028 0 1.056 82 0.000 0 0.026 90 0.6981 9.00 0.000 0 0.693 93 1.038 -1 1.304 77 0.000 0 0.032 86 0.7392 8.50 0.000 0 0.630 94 1.048 -2 1.666 65 0.000 0 0.042 75 0.7854 8.00 0.000 0 0.549 99 1.056 -5 2.080 42 0.000 0 0.053 53 0.8378 7.50 0.000 0 0.515 112 1.052 -9 2.213 6 0.000 0 0.057 19 0.8976 7.00 0.000 0 0.558 118 1.010 -16 1.735 -36 0.000 0 0.046 -23 0.9666 6.50 0.000 0 0.524 120 0.888 -25 0.913 -55 0.000 0 0.025 -41 1.0472 6.00 0.000 0 0.457 127 0.677 -33 0.478 -51 0.000 0 0.014 -37 1.1424 5.50 0.000 0 0.388 138 0.448 -35 0.248 -40 0.000 0 0.007 -26 1.2566 5.00 0.000 0 0.320 155 0.267 -27 0.111 -24 0.000 0 0.003 -10 1.5708 4.00 0.000 0 0.190 -142 0.075 27 0.018 -142 0.000 0 0.001 -131 Page 27 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * Heading = 135.00 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 TOW_BRG At X = 150.0 Y = 0.0 Z = 31.2 Process is TRAN|A: 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 0.3142 20.00 0.635 -108 0.666 71 0.984 -18 0.122 72 0.133 70 0.076 -15 0.4189 15.00 0.600 -122 0.615 57 0.948 -33 0.215 59 0.233 54 0.127 -29 0.4833 13.00 0.565 -133 0.569 46 0.908 -44 0.283 48 0.304 42 0.159 -40 0.5712 11.00 0.500 -150 0.485 29 0.823 -63 0.388 33 0.403 22 0.196 -56 0.5984 10.50 0.475 -156 0.454 24 0.789 -69 0.424 27 0.432 14 0.206 -62 0.6283 10.00 0.444 -163 0.419 17 0.746 -77 0.467 20 0.460 6 0.214 -68 0.6614 9.50 0.408 -171 0.377 9 0.693 -86 0.522 12 0.488 -3 0.221 -75 0.6981 9.00 0.364 179 0.327 0 0.626 -97 0.598 2 0.510 -15 0.225 -83 0.7392 8.50 0.311 168 0.267 -11 0.542 -110 0.727 -11 0.522 -29 0.226 -91 0.7854 8.00 0.248 155 0.187 -26 0.436 -126 0.974 -40 0.513 -47 0.226 -101 0.8378 7.50 0.175 140 0.104 -21 0.306 -147 1.014 -112 0.469 -69 0.229 -119 0.8976 7.00 0.092 123 0.073 -35 0.157 -173 0.309 -172 0.377 -96 0.184 -139 0.9666 6.50 0.008 141 0.006 -35 0.016 154 0.085 -162 0.244 -128 0.135 -159 1.0472 6.00 0.073 -118 0.047 85 0.071 -61 0.035 -132 0.106 -164 0.073 174 1.1424 5.50 0.115 -155 0.067 52 0.081 -100 0.018 -74 0.010 97 0.006 141 1.2566 5.00 0.086 152 0.041 8 0.041 -144 0.025 -69 0.039 -50 0.036 -84 1.5708 4.00 0.053 164 0.006 48 0.005 -113 0.008 -16 0.008 -19 0.007 -44 Page 28 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 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 TOW_BRG At X = 150.0 Y = 0.0 Z = 31.2 Process is TRAN|A: 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 0.3142 20.00 0.882 -115 0.000 0 0.969 -26 0.000 0 0.186 62 0.000 0 0.4189 15.00 0.800 -136 0.000 0 0.898 -47 0.000 0 0.320 40 0.000 0 0.4833 13.00 0.719 -151 0.000 0 0.819 -64 0.000 0 0.406 22 0.000 0 0.5712 11.00 0.566 -176 0.000 0 0.659 -91 0.000 0 0.502 -5 0.000 0 0.5984 10.50 0.509 175 0.000 0 0.596 -100 0.000 0 0.521 -15 0.000 0 0.6283 10.00 0.442 165 0.000 0 0.521 -111 0.000 0 0.534 -27 0.000 0 0.6614 9.50 0.364 154 0.000 0 0.433 -124 0.000 0 0.536 -41 0.000 0 0.6981 9.00 0.275 141 0.000 0 0.329 -139 0.000 0 0.520 -58 0.000 0 0.7392 8.50 0.174 126 0.000 0 0.211 -158 0.000 0 0.477 -78 0.000 0 0.7854 8.00 0.066 111 0.000 0 0.085 179 0.000 0 0.399 -103 0.000 0 0.8378 7.50 0.041 -105 0.000 0 0.034 -28 0.001 94 0.280 -133 0.000 0 0.8976 7.00 0.129 -126 0.000 0 0.116 -63 0.000 0 0.136 -172 0.000 0 0.9666 6.50 0.174 -159 0.000 0 0.128 -104 0.000 0 0.019 92 0.000 0 1.0472 6.00 0.141 158 0.000 0 0.073 -147 0.000 0 0.054 -52 0.000 0 1.1424 5.50 0.024 103 0.000 0 0.009 166 0.000 0 0.043 -106 0.000 0 1.2566 5.00 0.087 -151 0.000 0 0.019 -74 0.000 0 0.006 47 0.000 0 1.5708 4.00 0.049 151 0.000 0 0.017 59 0.000 0 0.002 -22 0.000 0 Page 29 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * Heading = 225.00 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 TOW_BRG At X = 150.0 Y = 0.0 Z = 31.2 Process is TRAN|A: 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 0.3142 20.00 0.635 -108 0.666 -108 0.984 -18 0.122 -107 0.133 70 0.076 164 0.4189 15.00 0.600 -122 0.615 -122 0.948 -33 0.215 -120 0.233 54 0.127 150 0.4833 13.00 0.565 -133 0.569 -133 0.908 -44 0.283 -131 0.304 42 0.159 139 0.5712 11.00 0.500 -150 0.485 -150 0.823 -63 0.388 -146 0.403 22 0.196 123 0.5984 10.50 0.475 -156 0.454 -155 0.789 -69 0.424 -152 0.432 14 0.206 117 0.6283 10.00 0.444 -163 0.419 -162 0.746 -77 0.467 -159 0.460 6 0.214 111 0.6614 9.50 0.408 -171 0.377 -170 0.693 -86 0.522 -167 0.488 -3 0.221 104 0.6981 9.00 0.364 179 0.327 180 0.626 -97 0.598 -177 0.510 -15 0.225 96 0.7392 8.50 0.311 168 0.267 168 0.542 -110 0.727 168 0.522 -29 0.226 88 0.7854 8.00 0.248 155 0.187 153 0.436 -126 0.973 139 0.513 -47 0.226 78 0.8378 7.50 0.175 140 0.104 158 0.306 -147 1.014 67 0.469 -69 0.229 60 0.8976 7.00 0.092 123 0.073 144 0.157 -173 0.309 8 0.377 -96 0.184 40 0.9666 6.50 0.008 141 0.006 144 0.016 154 0.085 17 0.244 -128 0.135 20 1.0472 6.00 0.073 -118 0.047 -94 0.071 -61 0.035 46 0.106 -164 0.073 -5 1.1424 5.50 0.115 -155 0.067 -127 0.081 -100 0.018 105 0.010 97 0.006 -38 1.2566 5.00 0.086 152 0.041 -171 0.041 -144 0.025 110 0.039 -50 0.036 95 1.5708 4.00 0.053 164 0.006 -131 0.005 -113 0.008 163 0.008 -19 0.007 135 Page 30 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * Heading = 270.00 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 TOW_BRG At X = 150.0 Y = 0.0 Z = 31.2 Process is TRAN|A: 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 0.3142 20.00 0.000 0 0.957 -89 0.999 0 0.176 -89 0.000 0 0.004 -89 0.4189 15.00 0.000 0 0.915 -89 1.000 0 0.322 -90 0.000 0 0.008 -88 0.4833 13.00 0.000 0 0.880 -89 1.003 0 0.443 -90 0.000 0 0.011 -87 0.5712 11.00 0.000 0 0.820 -88 1.011 0 0.671 -90 0.000 0 0.016 -85 0.5984 10.50 0.000 0 0.797 -88 1.015 0 0.764 -92 0.000 0 0.019 -86 0.6283 10.00 0.000 0 0.770 -87 1.021 0 0.886 -94 0.000 0 0.022 -87 0.6614 9.50 0.000 0 0.736 -87 1.028 0 1.056 -97 0.000 0 0.026 -89 0.6981 9.00 0.000 0 0.693 -86 1.038 -1 1.304 -102 0.000 0 0.032 -93 0.7392 8.50 0.000 0 0.630 -85 1.048 -2 1.666 -114 0.000 0 0.042 -104 0.7854 8.00 0.000 0 0.549 -80 1.056 -5 2.080 -137 0.000 0 0.053 -126 0.8378 7.50 0.000 0 0.515 -67 1.052 -9 2.213 -173 0.000 0 0.057 -160 0.8976 7.00 0.000 0 0.558 -61 1.010 -16 1.735 143 0.000 0 0.046 156 0.9666 6.50 0.000 0 0.524 -59 0.888 -25 0.913 124 0.000 0 0.025 138 1.0472 6.00 0.000 0 0.457 -52 0.677 -33 0.478 128 0.000 0 0.014 142 1.1424 5.50 0.000 0 0.388 -41 0.448 -35 0.248 139 0.000 0 0.007 153 1.2566 5.00 0.000 0 0.320 -24 0.267 -27 0.111 155 0.000 0 0.003 169 1.5708 4.00 0.000 0 0.190 37 0.075 27 0.018 37 0.000 0 0.001 48 Page 31 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * Heading = 315.00 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 TOW_BRG At X = 150.0 Y = 0.0 Z = 31.2 Process is TRAN|A: 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 0.3142 20.00 0.635 109 0.666 -70 0.984 18 0.122 -72 0.133 -72 0.076 16 0.4189 15.00 0.600 123 0.615 -56 0.948 33 0.215 -58 0.233 -59 0.127 31 0.4833 13.00 0.565 134 0.568 -44 0.908 43 0.283 -48 0.304 -49 0.159 42 0.5712 11.00 0.500 152 0.483 -26 0.823 59 0.387 -32 0.403 -34 0.197 61 0.5984 10.50 0.475 158 0.452 -20 0.789 65 0.423 -27 0.432 -29 0.207 67 0.6283 10.00 0.444 165 0.416 -13 0.746 71 0.466 -22 0.460 -24 0.215 74 0.6614 9.50 0.408 173 0.372 -5 0.693 78 0.520 -15 0.488 -18 0.222 83 0.6981 9.00 0.364 -176 0.321 4 0.626 86 0.597 -9 0.510 -11 0.225 93 0.7392 8.50 0.311 -165 0.258 15 0.542 95 0.728 -5 0.522 -3 0.223 105 0.7854 8.00 0.248 -151 0.174 32 0.436 106 0.960 -18 0.513 4 0.205 119 0.8378 7.50 0.175 -134 0.136 72 0.306 117 0.992 -73 0.469 14 0.182 146 0.8976 7.00 0.092 -112 0.090 80 0.157 130 0.283 -128 0.377 27 0.178 167 0.9666 6.50 0.008 -45 0.012 92 0.016 147 0.081 -154 0.244 44 0.134 -166 1.0472 6.00 0.073 115 0.045 -37 0.071 -7 0.050 -162 0.106 69 0.074 -132 1.1424 5.50 0.115 156 0.067 5 0.081 32 0.022 -114 0.010 50 0.007 -88 1.2566 5.00 0.086 -151 0.041 62 0.041 91 0.008 32 0.039 5 0.035 150 1.5708 4.00 0.053 -163 0.006 78 0.005 97 0.005 30 0.008 12 0.007 163 Page 32 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Environment h090 * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 5.00 Feet Mean Period = 10.0 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.000 0.025 0.016 0.6771 0.0000 0.0175 Ave of 1/3 Highest 0.000 0.049 0.032 1.3541 0.0001 0.0349 Ave of 1/10 Highest 0.000 0.062 0.040 1.7265 0.0001 0.0445 Maximum 0.000 0.091 0.059 2.5186 0.0001 0.0649 Page 33 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Environment s090 * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 4.00 Feet Mean Period = 11.0 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.000 0.017 0.011 0.4618 0.0000 0.0119 Ave of 1/3 Highest 0.000 0.033 0.022 0.9236 0.0001 0.0238 Ave of 1/10 Highest 0.000 0.042 0.028 1.1776 0.0001 0.0303 Maximum 0.000 0.062 0.042 1.7179 0.0001 0.0442 Page 34 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Environment v090 * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 6.00 Feet Mean Period = 12.0 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.000 0.021 0.015 0.5982 0.0000 0.0154 Ave of 1/3 Highest 0.000 0.043 0.030 1.1964 0.0001 0.0308 Ave of 1/10 Highest 0.000 0.055 0.038 1.5254 0.0001 0.0393 Maximum 0.000 0.080 0.056 2.2253 0.0001 0.0573 Page 35 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Environment h135 * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 5.00 Feet Mean Period = 10.0 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.005 0.008 0.011 0.2810 0.2025 0.0958 Ave of 1/3 Highest 0.011 0.017 0.023 0.5619 0.4051 0.1917 Ave of 1/10 Highest 0.014 0.021 0.029 0.7165 0.5165 0.2444 Maximum 0.020 0.031 0.042 1.0452 0.7534 0.3565 Page 36 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Environment s135 * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 4.00 Feet Mean Period = 11.0 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.004 0.006 0.008 0.1935 0.1415 0.0671 Ave of 1/3 Highest 0.007 0.011 0.017 0.3869 0.2829 0.1342 Ave of 1/10 Highest 0.010 0.015 0.021 0.4933 0.3608 0.1711 Maximum 0.014 0.021 0.031 0.7197 0.5263 0.2496 Page 37 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Environment v135 * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 6.00 Feet Mean Period = 12.0 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.005 0.008 0.011 0.2524 0.1866 0.0887 Ave of 1/3 Highest 0.010 0.015 0.023 0.5048 0.3733 0.1775 Ave of 1/10 Highest 0.013 0.019 0.029 0.6436 0.4760 0.2262 Maximum 0.018 0.028 0.043 0.9389 0.6943 0.3301 Page 38 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Environment h180 * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 5.00 Feet Mean Period = 10.0 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.006 0.000 0.010 0.0002 0.1888 0.0000 Ave of 1/3 Highest 0.012 0.000 0.019 0.0003 0.3777 0.0000 Ave of 1/10 Highest 0.016 0.000 0.025 0.0004 0.4815 0.0000 Maximum 0.023 0.000 0.036 0.0006 0.7025 0.0001 Page 39 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Environment s180 * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 4.00 Feet Mean Period = 11.0 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.004 0.000 0.007 0.0001 0.1352 0.0000 Ave of 1/3 Highest 0.009 0.000 0.014 0.0002 0.2704 0.0000 Ave of 1/10 Highest 0.011 0.000 0.018 0.0003 0.3448 0.0000 Maximum 0.016 0.000 0.027 0.0004 0.5030 0.0000 Page 40 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Environment v180 * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 6.00 Feet Mean Period = 12.0 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.006 0.000 0.010 0.0001 0.1817 0.0000 Ave of 1/3 Highest 0.012 0.000 0.020 0.0003 0.3633 0.0000 Ave of 1/10 Highest 0.015 0.000 0.026 0.0003 0.4633 0.0000 Maximum 0.022 0.000 0.038 0.0005 0.6758 0.0001 Page 41 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Head 180 Unit Wave Height * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 1.00 Feet Mean Period = 18.0 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Period Long G Tran G Vert G Roll A.Acc Pitch A.Acc Yaw A.Acc ------ ------ ------ ------ ---------- ----------- --------- 4.000 0.004 0.000 0.003 0.000 0.046 0.000 5.000 0.005 0.000 0.005 0.000 0.104 0.000 6.000 0.006 0.000 0.007 0.000 0.150 0.000 7.000 0.006 0.000 0.008 0.000 0.168 0.000 8.000 0.006 0.000 0.008 0.000 0.167 0.000 9.000 0.005 0.000 0.008 0.000 0.155 0.000 10.000 0.005 0.000 0.007 0.000 0.140 0.000 11.000 0.004 0.000 0.007 0.000 0.126 0.000 12.000 0.004 0.000 0.006 0.000 0.113 0.000 13.000 0.003 0.000 0.006 0.000 0.102 0.000 14.000 0.003 0.000 0.005 0.000 0.092 0.000 15.000 0.003 0.000 0.005 0.000 0.084 0.000 16.000 0.003 0.000 0.005 0.000 0.078 0.000 17.000 0.002 0.000 0.005 0.000 0.072 0.000 18.000 0.002 0.000 0.004 0.000 0.067 0.000 Page 42 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Head 135 Unit Wave Height * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 1.00 Feet Mean Period = 18.0 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Period Long G Tran G Vert G Roll A.Acc Pitch A.Acc Yaw A.Acc ------ ------ ------ ------ ---------- ----------- --------- 4.000 0.004 0.003 0.005 0.104 0.106 0.064 5.000 0.005 0.007 0.008 0.258 0.182 0.094 6.000 0.006 0.009 0.010 0.322 0.214 0.104 7.000 0.006 0.009 0.010 0.314 0.212 0.101 8.000 0.005 0.008 0.010 0.281 0.194 0.092 9.000 0.005 0.007 0.009 0.244 0.172 0.081 10.000 0.004 0.006 0.008 0.209 0.151 0.071 11.000 0.003 0.005 0.008 0.180 0.132 0.062 12.000 0.003 0.005 0.007 0.156 0.116 0.055 13.000 0.003 0.004 0.007 0.138 0.103 0.049 14.000 0.002 0.004 0.006 0.123 0.092 0.044 15.000 0.002 0.003 0.006 0.111 0.084 0.040 16.000 0.002 0.003 0.005 0.101 0.077 0.037 17.000 0.002 0.003 0.005 0.093 0.071 0.034 18.000 0.002 0.003 0.005 0.085 0.065 0.031 Page 43 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * Head 90 Unit Wave Height * * Draft = 10.0 Feet Trim Angle = -0.00 Deg. GMT = 41.3 Feet * * Roll Gy. Radius = 30.4 Feet Pitch Gy. Radius = 95.0 Feet Yaw Gy. Radius = 94.6 Feet * * ISSC Height = 1.00 Feet Mean Period = 18.0 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of Point On Body TOW_BRG At X = 225.0 Y = 0.0 Z = 50.0 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Period Long G Tran G Vert G Roll A.Acc Pitch A.Acc Yaw A.Acc ------ ------ ------ ------ ---------- ----------- --------- 4.000 0.000 0.024 0.016 0.460 0.000 0.013 5.000 0.000 0.033 0.019 0.780 0.000 0.021 6.000 0.000 0.034 0.019 0.865 0.000 0.023 7.000 0.000 0.030 0.017 0.804 0.000 0.021 8.000 0.000 0.026 0.015 0.699 0.000 0.018 9.000 0.000 0.022 0.013 0.595 0.000 0.015 10.000 0.000 0.018 0.012 0.504 0.000 0.013 11.000 0.000 0.015 0.010 0.429 0.000 0.011 12.000 0.000 0.013 0.009 0.371 0.000 0.010 13.000 0.000 0.012 0.008 0.325 0.000 0.008 14.000 0.000 0.010 0.008 0.289 0.000 0.007 15.000 0.000 0.009 0.007 0.260 0.000 0.007 16.000 0.000 0.008 0.007 0.236 0.000 0.006 17.000 0.000 0.008 0.006 0.215 0.000 0.006 18.000 0.000 0.007 0.006 0.198 0.000 0.005 Page 44 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * ALL AVAILABLE LOAD CASES * * * *************************************************************************************************************** +++ 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. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- FRQMEANA FRQMEANA 1.000 1.000 H090 H090 1.000 1.000 H135 H135 1.000 1.000 H180 H180 1.000 1.000 LOADOUTA LOADOUTA 1.000 1.000 MEAN FRQMEANA 1.000 1.000 RAOA001I RAOA001I 1.000 1.000 RAOA001R RAOA001R 1.000 1.000 RAOA002I RAOA002I 1.000 1.000 RAOA002R RAOA002R 1.000 1.000 RAOA003I RAOA003I 1.000 1.000 RAOA003R RAOA003R 1.000 1.000 RAOA004I RAOA004I 1.000 1.000 RAOA004R RAOA004R 1.000 1.000 RAOA005I RAOA005I 1.000 1.000 RAOA005R RAOA005R 1.000 1.000 RAOA006I RAOA006I 1.000 1.000 RAOA006R RAOA006R 1.000 1.000 RAOA007I RAOA007I 1.000 1.000 RAOA007R RAOA007R 1.000 1.000 RAOA008I RAOA008I 1.000 1.000 RAOA008R RAOA008R 1.000 1.000 RAOA009I RAOA009I 1.000 1.000 RAOA009R RAOA009R 1.000 1.000 RAOA010I RAOA010I 1.000 1.000 RAOA010R RAOA010R 1.000 1.000 RAOA011I RAOA011I 1.000 1.000 RAOA011R RAOA011R 1.000 1.000 RAOA012I RAOA012I 1.000 1.000 RAOA012R RAOA012R 1.000 1.000 RAOA013I RAOA013I 1.000 1.000 RAOA013R RAOA013R 1.000 1.000 RAOA014I RAOA014I 1.000 1.000 RAOA014R RAOA014R 1.000 1.000 RAOA015I RAOA015I 1.000 1.000 RAOA015R RAOA015R 1.000 1.000 RAOA016I RAOA016I 1.000 1.000 RAOA016R RAOA016R 1.000 1.000 RAOA017I RAOA017I 1.000 1.000 RAOA017R RAOA017R 1.000 1.000 RAOA018I RAOA018I 1.000 1.000 RAOA018R RAOA018R 1.000 1.000 RAOA019I RAOA019I 1.000 1.000 RAOA019R RAOA019R 1.000 1.000 RAOA020I RAOA020I 1.000 1.000 RAOA020R RAOA020R 1.000 1.000 RAOA021I RAOA021I 1.000 1.000 RAOA021R RAOA021R 1.000 1.000 RAOA022I RAOA022I 1.000 1.000 RAOA022R RAOA022R 1.000 1.000 RAOA023I RAOA023I 1.000 1.000 RAOA023R RAOA023R 1.000 1.000 Page 45 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * ALL AVAILABLE LOAD CASES * * * *************************************************************************************************************** +++ 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. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- RAOA024I RAOA024I 1.000 1.000 RAOA024R RAOA024R 1.000 1.000 RAOA025I RAOA025I 1.000 1.000 RAOA025R RAOA025R 1.000 1.000 RAOA026I RAOA026I 1.000 1.000 RAOA026R RAOA026R 1.000 1.000 RAOA027I RAOA027I 1.000 1.000 RAOA027R RAOA027R 1.000 1.000 RAOA028I RAOA028I 1.000 1.000 RAOA028R RAOA028R 1.000 1.000 RAOA029I RAOA029I 1.000 1.000 RAOA029R RAOA029R 1.000 1.000 RAOA030I RAOA030I 1.000 1.000 RAOA030R RAOA030R 1.000 1.000 RAOA031I RAOA031I 1.000 1.000 RAOA031R RAOA031R 1.000 1.000 RAOA032I RAOA032I 1.000 1.000 RAOA032R RAOA032R 1.000 1.000 RAOA033I RAOA033I 1.000 1.000 RAOA033R RAOA033R 1.000 1.000 RAOA034I RAOA034I 1.000 1.000 RAOA034R RAOA034R 1.000 1.000 RAOA035I RAOA035I 1.000 1.000 RAOA035R RAOA035R 1.000 1.000 RAOA036I RAOA036I 1.000 1.000 RAOA036R RAOA036R 1.000 1.000 RAOA037I RAOA037I 1.000 1.000 RAOA037R RAOA037R 1.000 1.000 RAOA038I RAOA038I 1.000 1.000 RAOA038R RAOA038R 1.000 1.000 RAOA039I RAOA039I 1.000 1.000 RAOA039R RAOA039R 1.000 1.000 RAOA040I RAOA040I 1.000 1.000 RAOA040R RAOA040R 1.000 1.000 RAOA041I RAOA041I 1.000 1.000 RAOA041R RAOA041R 1.000 1.000 RAOA042I RAOA042I 1.000 1.000 RAOA042R RAOA042R 1.000 1.000 RAOA043I RAOA043I 1.000 1.000 RAOA043R RAOA043R 1.000 1.000 RAOA044I RAOA044I 1.000 1.000 RAOA044R RAOA044R 1.000 1.000 RAOA045I RAOA045I 1.000 1.000 RAOA045R RAOA045R 1.000 1.000 RAOA046I RAOA046I 1.000 1.000 RAOA046R RAOA046R 1.000 1.000 RAOA047I RAOA047I 1.000 1.000 RAOA047R RAOA047R 1.000 1.000 RAOA048I RAOA048I 1.000 1.000 RAOA048R RAOA048R 1.000 1.000 RAOA049I RAOA049I 1.000 1.000 RAOA049R RAOA049R 1.000 1.000 Page 46 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * ALL AVAILABLE LOAD CASES * * * *************************************************************************************************************** +++ 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. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- RAOA050I RAOA050I 1.000 1.000 RAOA050R RAOA050R 1.000 1.000 RAOA051I RAOA051I 1.000 1.000 RAOA051R RAOA051R 1.000 1.000 RAOA052I RAOA052I 1.000 1.000 RAOA052R RAOA052R 1.000 1.000 RAOA053I RAOA053I 1.000 1.000 RAOA053R RAOA053R 1.000 1.000 RAOA054I RAOA054I 1.000 1.000 RAOA054R RAOA054R 1.000 1.000 RAOA055I RAOA055I 1.000 1.000 RAOA055R RAOA055R 1.000 1.000 RAOA056I RAOA056I 1.000 1.000 RAOA056R RAOA056R 1.000 1.000 RAOA057I RAOA057I 1.000 1.000 RAOA057R RAOA057R 1.000 1.000 RAOA058I RAOA058I 1.000 1.000 RAOA058R RAOA058R 1.000 1.000 RAOA059I RAOA059I 1.000 1.000 RAOA059R RAOA059R 1.000 1.000 RAOA060I RAOA060I 1.000 1.000 RAOA060R RAOA060R 1.000 1.000 RAOA061I RAOA061I 1.000 1.000 RAOA061R RAOA061R 1.000 1.000 RAOA062I RAOA062I 1.000 1.000 RAOA062R RAOA062R 1.000 1.000 RAOA063I RAOA063I 1.000 1.000 RAOA063R RAOA063R 1.000 1.000 RAOA064I RAOA064I 1.000 1.000 RAOA064R RAOA064R 1.000 1.000 RAOA065I RAOA065I 1.000 1.000 RAOA065R RAOA065R 1.000 1.000 RAOA066I RAOA066I 1.000 1.000 RAOA066R RAOA066R 1.000 1.000 RAOA067I RAOA067I 1.000 1.000 RAOA067R RAOA067R 1.000 1.000 RAOA068I RAOA068I 1.000 1.000 RAOA068R RAOA068R 1.000 1.000 RAOA069I RAOA069I 1.000 1.000 RAOA069R RAOA069R 1.000 1.000 RAOA070I RAOA070I 1.000 1.000 RAOA070R RAOA070R 1.000 1.000 RAOA071I RAOA071I 1.000 1.000 RAOA071R RAOA071R 1.000 1.000 RAOA072I RAOA072I 1.000 1.000 RAOA072R RAOA072R 1.000 1.000 RAOA073I RAOA073I 1.000 1.000 RAOA073R RAOA073R 1.000 1.000 RAOA074I RAOA074I 1.000 1.000 RAOA074R RAOA074R 1.000 1.000 RAOA075I RAOA075I 1.000 1.000 RAOA075R RAOA075R 1.000 1.000 Page 47 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * ALL AVAILABLE LOAD CASES * * * *************************************************************************************************************** +++ 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. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- RAOA076I RAOA076I 1.000 1.000 RAOA076R RAOA076R 1.000 1.000 RAOA077I RAOA077I 1.000 1.000 RAOA077R RAOA077R 1.000 1.000 RAOA078I RAOA078I 1.000 1.000 RAOA078R RAOA078R 1.000 1.000 RAOA079I RAOA079I 1.000 1.000 RAOA079R RAOA079R 1.000 1.000 RAOA080I RAOA080I 1.000 1.000 RAOA080R RAOA080R 1.000 1.000 RAOA081I RAOA081I 1.000 1.000 RAOA081R RAOA081R 1.000 1.000 RAOA082I RAOA082I 1.000 1.000 RAOA082R RAOA082R 1.000 1.000 RAOA083I RAOA083I 1.000 1.000 RAOA083R RAOA083R 1.000 1.000 RAOA084I RAOA084I 1.000 1.000 RAOA084R RAOA084R 1.000 1.000 RAOA085I RAOA085I 1.000 1.000 RAOA085R RAOA085R 1.000 1.000 RAOA086I RAOA086I 1.000 1.000 RAOA086R RAOA086R 1.000 1.000 RAOA087I RAOA087I 1.000 1.000 RAOA087R RAOA087R 1.000 1.000 RAOA088I RAOA088I 1.000 1.000 RAOA088R RAOA088R 1.000 1.000 RAOA089I RAOA089I 1.000 1.000 RAOA089R RAOA089R 1.000 1.000 RAOA090I RAOA090I 1.000 1.000 RAOA090R RAOA090R 1.000 1.000 RAOA091I RAOA091I 1.000 1.000 RAOA091R RAOA091R 1.000 1.000 RAOA092I RAOA092I 1.000 1.000 RAOA092R RAOA092R 1.000 1.000 RAOA093I RAOA093I 1.000 1.000 RAOA093R RAOA093R 1.000 1.000 RAOA094I RAOA094I 1.000 1.000 RAOA094R RAOA094R 1.000 1.000 RAOA095I RAOA095I 1.000 1.000 RAOA095R RAOA095R 1.000 1.000 RAOA096I RAOA096I 1.000 1.000 RAOA096R RAOA096R 1.000 1.000 RAOA097I RAOA097I 1.000 1.000 RAOA097R RAOA097R 1.000 1.000 RAOA098I RAOA098I 1.000 1.000 RAOA098R RAOA098R 1.000 1.000 RAOA099I RAOA099I 1.000 1.000 RAOA099R RAOA099R 1.000 1.000 RAOA100I RAOA100I 1.000 1.000 RAOA100R RAOA100R 1.000 1.000 RAOA101I RAOA101I 1.000 1.000 RAOA101R RAOA101R 1.000 1.000 Page 48 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * ALL AVAILABLE LOAD CASES * * * *************************************************************************************************************** +++ 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. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- RAOA102I RAOA102I 1.000 1.000 RAOA102R RAOA102R 1.000 1.000 RAOA103I RAOA103I 1.000 1.000 RAOA103R RAOA103R 1.000 1.000 RAOA104I RAOA104I 1.000 1.000 RAOA104R RAOA104R 1.000 1.000 RAOA105I RAOA105I 1.000 1.000 RAOA105R RAOA105R 1.000 1.000 RAOA106I RAOA106I 1.000 1.000 RAOA106R RAOA106R 1.000 1.000 RAOA107I RAOA107I 1.000 1.000 RAOA107R RAOA107R 1.000 1.000 RAOA108I RAOA108I 1.000 1.000 RAOA108R RAOA108R 1.000 1.000 RAOA109I RAOA109I 1.000 1.000 RAOA109R RAOA109R 1.000 1.000 RAOA110I RAOA110I 1.000 1.000 RAOA110R RAOA110R 1.000 1.000 RAOA111I RAOA111I 1.000 1.000 RAOA111R RAOA111R 1.000 1.000 RAOA112I RAOA112I 1.000 1.000 RAOA112R RAOA112R 1.000 1.000 RAOA113I RAOA113I 1.000 1.000 RAOA113R RAOA113R 1.000 1.000 RAOA114I RAOA114I 1.000 1.000 RAOA114R RAOA114R 1.000 1.000 RAOA115I RAOA115I 1.000 1.000 RAOA115R RAOA115R 1.000 1.000 RAOA116I RAOA116I 1.000 1.000 RAOA116R RAOA116R 1.000 1.000 RAOA117I RAOA117I 1.000 1.000 RAOA117R RAOA117R 1.000 1.000 RAOA118I RAOA118I 1.000 1.000 RAOA118R RAOA118R 1.000 1.000 RAOA119I RAOA119I 1.000 1.000 RAOA119R RAOA119R 1.000 1.000 RAOA120I RAOA120I 1.000 1.000 RAOA120R RAOA120R 1.000 1.000 RAOA121I RAOA121I 1.000 1.000 RAOA121R RAOA121R 1.000 1.000 RAOA122I RAOA122I 1.000 1.000 RAOA122R RAOA122R 1.000 1.000 RAOA123I RAOA123I 1.000 1.000 RAOA123R RAOA123R 1.000 1.000 RAOA124I RAOA124I 1.000 1.000 RAOA124R RAOA124R 1.000 1.000 RAOA125I RAOA125I 1.000 1.000 RAOA125R RAOA125R 1.000 1.000 RAOA126I RAOA126I 1.000 1.000 RAOA126R RAOA126R 1.000 1.000 RAOA127I RAOA127I 1.000 1.000 RAOA127R RAOA127R 1.000 1.000 Page 49 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * ALL AVAILABLE LOAD CASES * * * *************************************************************************************************************** +++ 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. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- RAOA128I RAOA128I 1.000 1.000 RAOA128R RAOA128R 1.000 1.000 RAOA129I RAOA129I 1.000 1.000 RAOA129R RAOA129R 1.000 1.000 RAOA130I RAOA130I 1.000 1.000 RAOA130R RAOA130R 1.000 1.000 RAOA131I RAOA131I 1.000 1.000 RAOA131R RAOA131R 1.000 1.000 RAOA132I RAOA132I 1.000 1.000 RAOA132R RAOA132R 1.000 1.000 RAOA133I RAOA133I 1.000 1.000 RAOA133R RAOA133R 1.000 1.000 RAOA134I RAOA134I 1.000 1.000 RAOA134R RAOA134R 1.000 1.000 RAOA135I RAOA135I 1.000 1.000 RAOA135R RAOA135R 1.000 1.000 RAOA136I RAOA136I 1.000 1.000 RAOA136R RAOA136R 1.000 1.000 S090 S090 1.000 1.000 S135 S135 1.000 1.000 S135AS LOADOUTA 1.000 1.000 S135Z 1.000 1.000 S135AU LOADOUTA 1.000 1.000 S135Z -1.000 -1.000 S135Z S135Z 1.000 1.000 S180 S180 1.000 1.000 V090 V090 1.000 1.000 V135 V135 1.000 1.000 V180 V180 1.000 1.000 Page 50 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * LOAD CASES WE ARE INTERESTED IN * * * *************************************************************************************************************** +++ 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. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- H090 H090 1.000 1.000 H135 H135 1.000 1.000 H180 H180 1.000 1.000 LOADOUTA LOADOUTA 1.000 1.000 S090 S090 1.000 1.000 S135 S135 1.000 1.000 S180 S180 1.000 1.000 V090 V090 1.000 1.000 V135 V135 1.000 1.000 V180 V180 1.000 1.000 Page 51 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * LOAD CASES WE ARE INTERESTED IN * * * *************************************************************************************************************** +++ A L L O W A B L E S T R E S S M O D I F I E R S +++ =========================================================== Name Amod Name Amod Name Amod Name Amod Name Amod Name Amod Name Amod -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- H090 1.33 H135 1.33 H180 1.33 LOADOUTA 1.00 S090 1.33 S135 1.33 S180 1.33 V090 1.33 V135 1.33 V180 1.33 Page 52 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * STILL WATER LOAD CASES * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B1 *DB1 *DB2 ~BEAM LOADOUTA 57.5 57.5 100.00 0.33 -17.88 0.05 1.44 1.44 0.71 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 B10 *DB2 *DB5 ~BEAM LOADOUTA 40.7 40.7 100.00 0.54 -100.06 -0.00 -0.00 -5.96 3.94 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 B13 *DT5 *DT3 ~BEAM LOADOUTA 40.7 40.7 0.00 -0.72 -99.99 -0.00 -0.00 5.96 3.94 Eq. 3.3.1-2 1.167 1.167 19.14 25.57 25.57 14.40 14.40 B14 *DT2 *DT5 ~BEAM LOADOUTA 40.7 40.7 100.00 -0.72 -100.00 0.00 -0.00 -5.96 3.94 Eq. 3.3.1-2 1.167 1.167 19.14 25.57 25.57 14.40 14.40 B2 *DT1 *DT2 ~BEAM LOADOUTA 57.5 57.5 100.00 -0.32 -17.99 -0.06 1.42 1.42 0.72 Eq. 3.3.1-2 1.168 1.168 17.67 25.57 25.57 14.40 14.40 B3 *DT1 *DB1 ~BEAM LOADOUTA 57.5 57.5 100.00 -7.64 12.49 -12.50 -0.61 0.61 1.14 Eq. 3.3.1-4 0.977 0.977 17.67 25.57 25.57 14.40 14.40 B4 *DT2 *DB2 ~BEAM LOADOUTA 57.5 57.5 100.00 -9.37 -34.29 -34.29 -1.66 -1.66 2.56 Eq. 3.3.1-4 0.932 0.932 17.67 25.57 25.57 14.40 14.40 B5 *DT3 *DB3 ~BEAM LOADOUTA 57.5 57.5 100.00 -9.37 34.29 34.29 1.66 1.66 2.56 Eq. 3.3.1-4 0.932 0.932 17.67 25.57 25.57 14.40 14.40 B6 *DT4 *DB4 ~BEAM LOADOUTA 57.5 57.5 100.00 -7.64 -12.49 12.50 0.61 -0.61 1.14 Eq. 3.3.1-4 0.977 0.977 17.67 25.57 25.57 14.40 14.40 B9 *DB5 *DB3 ~BEAM LOADOUTA 40.7 40.7 0.00 0.54 -100.05 0.00 -0.00 5.96 3.94 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 BEAM|033 *DB2 *DB4 ~BEAM LOADOUTA 57.5 57.5 0.00 0.02 -17.88 0.05 -1.44 -1.44 0.70 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 BEAM|034 *DB4 *DB3 ~BEAM LOADOUTA 57.5 57.5 100.00 0.33 -17.88 0.05 1.44 1.44 0.71 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 BEAM|035 *DB3 *DB1 ~BEAM LOADOUTA 57.5 57.5 0.00 0.02 -17.88 0.05 -1.44 -1.44 0.70 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 BEAM|037 *DT2 *DT4 ~BEAM LOADOUTA 57.5 57.5 0.00 -0.32 -17.99 -0.06 -1.42 -1.42 0.72 Eq. 3.3.1-2 1.168 1.168 17.67 25.57 25.57 14.40 14.40 BEAM|038 *DT4 *DT3 ~BEAM LOADOUTA 57.5 57.5 100.00 -0.32 -17.99 -0.06 1.42 1.42 0.72 Eq. 3.3.1-2 1.168 1.168 17.67 25.57 25.57 14.40 14.40 BEAM|039 *DT3 *DT1 ~BEAM LOADOUTA 57.5 57.5 0.00 -0.32 -17.99 -0.06 -1.42 -1.42 0.72 Eq. 3.3.1-2 1.168 1.168 17.67 25.57 25.57 14.40 14.40 B11 *DT5 *DT4 ~CHOR LOADOUTA 78.7 78.7 0.00 0.08 -62.28 0.00 0.00 2.05 2.44 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 B12 *DT1 *DT5 ~CHOR LOADOUTA 78.7 78.7 100.00 0.08 -62.28 -0.00 0.00 -2.05 2.44 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 B7 *DB5 *DB4 ~CHOR LOADOUTA 78.7 78.7 0.00 -0.20 -62.14 -0.03 0.00 2.04 2.44 Eq. 3.3.1-2 1.167 1.167 15.50 25.57 25.57 14.40 14.40 B8 *DB1 *DB5 ~CHOR LOADOUTA 78.7 78.7 100.00 -0.20 -62.15 0.03 0.00 -2.04 2.44 Eq. 3.3.1-2 1.167 1.167 15.50 25.57 25.57 14.40 14.40 Page 53 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * STILL WATER LOAD CASES * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- VERT|052 *DB1 *B20 ~VERT LOADOUTA 8.9 8.9 100.00 -11.74 0.15 -3.29 -0.49 0.02 0.68 Eq. 3.3.1-3 1.169 1.169 21.21 27.00 27.00 14.40 14.40 VERT|053 *DB2 *B20 ~VERT LOADOUTA 8.9 8.9 100.00 -14.44 -1.21 -4.36 -0.66 -0.18 0.85 Eq. 3.3.1-3 1.167 1.167 21.21 27.00 27.00 14.40 14.40 VERT|054 *DB3 *B25 ~VERT LOADOUTA 8.9 8.9 100.00 -14.44 1.21 4.36 0.66 0.18 0.85 Eq. 3.3.1-3 1.167 1.167 21.21 27.00 27.00 14.40 14.40 VERT|055 *DB4 *B25 ~VERT LOADOUTA 8.9 8.9 100.00 -11.74 -0.15 3.29 0.49 -0.02 0.68 Eq. 3.3.1-3 1.169 1.169 21.21 27.00 27.00 14.40 14.40 Page 54 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * SUMMARY OF ENVIRONMENT SPECTRAL LOAD CASES * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B1 *DB1 *DB2 ~BEAM LOADOUTA 57.5 57.5 100.00 0.33 -17.88 0.05 1.44 1.44 0.71 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 B10 *DB2 *DB5 ~BEAM H135 40.7 40.7 100.00 -142.59 -153.35 -32.04 -1.10 -8.45 9999.00 Buckled 10 10 25.45 34.01 34.01 19.15 19.15 10.21 Eq. 3.3.1-3 B13 *DT5 *DT3 ~BEAM H090 40.7 40.7 0.00 -5.23 -137.05 0.50 -0.71 8.02 4.23 Eq. 3.3.1-3 1.125 1.125 25.45 34.01 34.01 19.15 19.15 B14 *DT2 *DT5 ~BEAM H135 40.7 40.7 100.00 -2.79 -163.18 0.89 -0.21 -8.33 4.89 Eq. 3.3.1-2 1.149 1.149 25.45 34.01 34.01 19.15 19.15 B2 *DT1 *DT2 ~BEAM H090 57.5 57.5 100.00 -0.24 -44.49 -0.33 1.93 -2.15 1.32 Eq. 3.3.1-2 1.172 1.172 23.50 34.01 34.01 19.15 19.15 B3 *DT1 *DB1 ~BEAM H135 57.5 57.5 100.00 -8.38 18.76 -52.40 -1.71 0.96 1.99 Eq. 3.3.1-3 1.012 1.012 23.50 34.01 34.01 19.15 19.15 B4 *DT2 *DB2 ~BEAM LOADOUTA 57.5 57.5 100.00 -9.37 -34.29 -34.29 -1.66 -1.66 2.56 Eq. 3.3.1-4 0.932 0.932 17.67 25.57 25.57 14.40 14.40 B5 *DT3 *DB3 ~BEAM V135 57.5 57.5 100.00 -50.45 30.61 60.23 2.35 1.71 12.73 Eq. 3.3.1-4 0.188 0.188 23.50 34.01 34.01 19.15 19.15 B6 *DT4 *DB4 ~BEAM H135 57.5 57.5 100.00 -8.38 -18.58 52.55 1.69 -0.95 2.00 Eq. 3.3.1-3 1.012 1.012 23.50 34.01 34.01 19.15 19.15 B9 *DB5 *DB3 ~BEAM H090 40.7 40.7 100.00 -4.89 139.73 -0.83 0.16 8.18 4.30 Eq. 3.3.1-3 1.129 1.129 25.45 34.01 34.01 19.15 19.15 BEAM|033 *DB2 *DB4 ~BEAM H090 57.5 57.5 100.00 -1.63 32.20 0.42 -0.44 1.09 1.00 Eq. 3.3.1-2 1.145 1.145 23.50 34.01 34.01 19.15 19.15 BEAM|034 *DB4 *DB3 ~BEAM LOADOUTA 57.5 57.5 100.00 0.33 -17.88 0.05 1.44 1.44 0.71 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 BEAM|035 *DB3 *DB1 ~BEAM H135 57.5 57.5 100.00 -19.81 31.14 0.99 -0.43 1.21 2.00 Eq. 3.3.1-4 0.788 0.788 23.50 34.01 34.01 19.15 19.15 BEAM|037 *DT2 *DT4 ~BEAM H090 57.5 57.5 0.00 -3.90 -34.90 -0.52 -1.92 1.92 1.16 Eq. 3.3.1-2 1.100 1.100 23.50 34.01 34.01 19.15 19.15 BEAM|038 *DT4 *DT3 ~BEAM H090 57.5 57.5 100.00 -0.23 -45.80 -0.29 1.81 -2.08 1.35 Eq. 3.3.1-2 1.172 1.172 23.50 34.01 34.01 19.15 19.15 BEAM|039 *DT3 *DT1 ~BEAM H135 57.5 57.5 0.00 -0.22 -38.17 -0.78 -1.74 1.89 1.13 Eq. 3.3.1-2 1.172 1.172 23.50 34.01 34.01 19.15 19.15 B11 *DT5 *DT4 ~CHOR H135 78.7 78.7 100.00 2.36 107.69 -0.75 0.59 3.19 3.25 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 B12 *DT1 *DT5 ~CHOR H135 78.7 78.7 100.00 0.60 -112.05 -0.43 0.59 -3.15 3.32 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 B7 *DB5 *DB4 ~CHOR H135 78.7 78.7 0.00 -71.02 -68.41 -0.63 0.28 2.63 9999.00 Buckled 10 10 20.62 34.01 34.01 19.15 19.15 5.46 Eq. 3.3.1-3 B8 *DB1 *DB5 ~CHOR H135 78.7 78.7 100.00 -21.88 -99.72 3.77 0.13 -2.82 8.90 Eq. 3.3.1-4 0.374 0.374 20.62 34.01 34.01 19.15 19.15 Page 55 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * S135 SPECTRAL LOAD CASE * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B1 *DB1 *DB2 ~BEAM LOADOUTA 57.5 57.5 100.00 0.33 -17.88 0.05 1.44 1.44 0.71 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 B10 *DB2 *DB5 ~BEAM LOADOUTA 40.7 40.7 100.00 0.54 -100.06 -0.00 -0.00 -5.96 3.94 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 B13 *DT5 *DT3 ~BEAM LOADOUTA 40.7 40.7 0.00 -0.72 -99.99 -0.00 -0.00 5.96 3.94 Eq. 3.3.1-2 1.167 1.167 19.14 25.57 25.57 14.40 14.40 B14 *DT2 *DT5 ~BEAM LOADOUTA 40.7 40.7 100.00 -0.72 -100.00 0.00 -0.00 -5.96 3.94 Eq. 3.3.1-2 1.167 1.167 19.14 25.57 25.57 14.40 14.40 B2 *DT1 *DT2 ~BEAM LOADOUTA 57.5 57.5 100.00 -0.32 -17.99 -0.06 1.42 1.42 0.72 Eq. 3.3.1-2 1.168 1.168 17.67 25.57 25.57 14.40 14.40 B3 *DT1 *DB1 ~BEAM LOADOUTA 57.5 57.5 100.00 -7.64 12.49 -12.50 -0.61 0.61 1.14 Eq. 3.3.1-4 0.977 0.977 17.67 25.57 25.57 14.40 14.40 B4 *DT2 *DB2 ~BEAM LOADOUTA 57.5 57.5 100.00 -9.37 -34.29 -34.29 -1.66 -1.66 2.56 Eq. 3.3.1-4 0.932 0.932 17.67 25.57 25.57 14.40 14.40 B5 *DT3 *DB3 ~BEAM LOADOUTA 57.5 57.5 100.00 -9.37 34.29 34.29 1.66 1.66 2.56 Eq. 3.3.1-4 0.932 0.932 17.67 25.57 25.57 14.40 14.40 B6 *DT4 *DB4 ~BEAM LOADOUTA 57.5 57.5 100.00 -7.64 -12.49 12.50 0.61 -0.61 1.14 Eq. 3.3.1-4 0.977 0.977 17.67 25.57 25.57 14.40 14.40 B9 *DB5 *DB3 ~BEAM LOADOUTA 40.7 40.7 0.00 0.54 -100.05 0.00 -0.00 5.96 3.94 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 BEAM|033 *DB2 *DB4 ~BEAM LOADOUTA 57.5 57.5 0.00 0.02 -17.88 0.05 -1.44 -1.44 0.70 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 BEAM|034 *DB4 *DB3 ~BEAM LOADOUTA 57.5 57.5 100.00 0.33 -17.88 0.05 1.44 1.44 0.71 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 BEAM|035 *DB3 *DB1 ~BEAM LOADOUTA 57.5 57.5 0.00 0.02 -17.88 0.05 -1.44 -1.44 0.70 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 BEAM|037 *DT2 *DT4 ~BEAM LOADOUTA 57.5 57.5 0.00 -0.32 -17.99 -0.06 -1.42 -1.42 0.72 Eq. 3.3.1-2 1.168 1.168 17.67 25.57 25.57 14.40 14.40 BEAM|038 *DT4 *DT3 ~BEAM LOADOUTA 57.5 57.5 100.00 -0.32 -17.99 -0.06 1.42 1.42 0.72 Eq. 3.3.1-2 1.168 1.168 17.67 25.57 25.57 14.40 14.40 BEAM|039 *DT3 *DT1 ~BEAM LOADOUTA 57.5 57.5 0.00 -0.32 -17.99 -0.06 -1.42 -1.42 0.72 Eq. 3.3.1-2 1.168 1.168 17.67 25.57 25.57 14.40 14.40 B11 *DT5 *DT4 ~CHOR LOADOUTA 78.7 78.7 0.00 0.08 -62.28 0.00 0.00 2.05 2.44 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 B12 *DT1 *DT5 ~CHOR LOADOUTA 78.7 78.7 100.00 0.08 -62.28 -0.00 0.00 -2.05 2.44 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 B7 *DB5 *DB4 ~CHOR LOADOUTA 78.7 78.7 0.00 -0.20 -62.14 -0.03 0.00 2.04 2.44 Eq. 3.3.1-2 1.167 1.167 15.50 25.57 25.57 14.40 14.40 B8 *DB1 *DB5 ~CHOR LOADOUTA 78.7 78.7 100.00 -0.20 -62.15 0.03 0.00 -2.04 2.44 Eq. 3.3.1-2 1.167 1.167 15.50 25.57 25.57 14.40 14.40 Page 56 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * S135 SPECTRAL LOAD CASE * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B1 *DB1 *DB2 ~BEAM S135AS 57.5 57.5 100.00 0.33 -15.92 -3.15 1.45 1.45 0.49 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 B10 *DB2 *DB5 ~BEAM S135AS 40.7 40.7 0.00 99.60 102.48 -1.16 0.76 -4.53 6.48 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 B13 *DT5 *DT3 ~BEAM S135AS 40.7 40.7 100.00 2.67 104.58 -0.58 0.14 7.10 3.17 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 B14 *DT2 *DT5 ~BEAM S135AS 40.7 40.7 0.00 0.81 102.66 -0.69 0.14 -4.54 3.05 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 B2 *DT1 *DT2 ~BEAM S135AS 57.5 57.5 100.00 -0.32 -11.79 -0.55 1.50 1.50 0.36 Eq. 3.3.1-2 1.170 1.170 23.50 34.01 34.01 19.15 19.15 B3 *DT1 *DB1 ~BEAM S135AS 57.5 57.5 100.00 -7.64 21.28 -44.33 0.28 0.97 1.77 Eq. 3.3.1-3 1.027 1.027 23.50 34.01 34.01 19.15 19.15 B4 *DT2 *DB2 ~BEAM S135AS 57.5 57.5 100.00 -9.37 -25.47 -66.48 -0.77 -1.28 2.51 Eq. 3.3.1-4 0.993 0.993 23.50 34.01 34.01 19.15 19.15 B5 *DT3 *DB3 ~BEAM S135AS 57.5 57.5 0.00 19.43 -25.81 -48.71 2.57 2.08 2.30 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 B6 *DT4 *DB4 ~BEAM S135AS 57.5 57.5 0.00 -7.47 19.19 -25.07 1.47 -0.25 1.25 Eq. 3.3.1-3 1.030 1.030 23.50 34.01 34.01 19.15 19.15 B9 *DB5 *DB3 ~BEAM S135AS 40.7 40.7 100.00 2.20 104.82 -0.62 0.04 7.16 3.16 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 BEAM|033 *DB2 *DB4 ~BEAM S135AS 57.5 57.5 100.00 0.09 24.36 -0.73 -1.42 1.66 0.72 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 BEAM|034 *DB4 *DB3 ~BEAM S135AS 57.5 57.5 0.00 0.33 8.46 -13.48 1.45 1.45 0.48 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 BEAM|035 *DB3 *DB1 ~BEAM S135AS 57.5 57.5 100.00 12.91 24.66 -0.74 -1.42 1.65 1.17 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 BEAM|037 *DT2 *DT4 ~BEAM S135AS 57.5 57.5 100.00 -0.32 25.09 -0.33 -1.33 1.62 0.75 Eq. 3.3.1-2 1.170 1.170 23.50 34.01 34.01 19.15 19.15 BEAM|038 *DT4 *DT3 ~BEAM S135AS 57.5 57.5 100.00 -0.32 -13.19 -0.57 1.56 1.56 0.40 Eq. 3.3.1-2 1.170 1.170 23.50 34.01 34.01 19.15 19.15 BEAM|039 *DT3 *DT1 ~BEAM S135AS 57.5 57.5 100.00 -0.32 25.07 -0.34 -1.27 1.58 0.75 Eq. 3.3.1-2 1.170 1.170 23.50 34.01 34.01 19.15 19.15 B11 *DT5 *DT4 ~CHOR S135AS 78.7 78.7 100.00 1.63 93.05 -0.53 0.41 2.89 2.79 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 B12 *DT1 *DT5 ~CHOR S135AS 78.7 78.7 0.00 0.47 75.48 -0.33 0.41 -1.53 2.24 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 B7 *DB5 *DB4 ~CHOR S135AS 78.7 78.7 100.00 48.82 92.83 -10.74 0.19 2.88 4.45 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 B8 *DB1 *DB5 ~CHOR S135AS 78.7 78.7 0.00 14.98 75.12 -1.78 0.09 -1.54 2.73 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 Page 57 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * S135 SPECTRAL LOAD CASE * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B1 *DB1 *DB2 ~BEAM S135AU 57.5 57.5 100.00 0.32 -19.85 3.26 1.42 1.42 0.60 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 B10 *DB2 *DB5 ~BEAM S135AU 40.7 40.7 100.00 -98.52 -142.94 22.37 -0.77 -7.64 24.02 Eq. 3.3.1-4 0.211 0.211 25.45 34.01 34.01 19.15 19.15 B13 *DT5 *DT3 ~BEAM S135AU 40.7 40.7 0.00 -4.11 -122.16 0.64 -0.14 5.06 3.73 Eq. 3.3.1-2 1.136 1.136 25.45 34.01 34.01 19.15 19.15 B14 *DT2 *DT5 ~BEAM S135AU 40.7 40.7 100.00 -2.25 -142.77 0.63 -0.14 -7.62 4.28 Eq. 3.3.1-2 1.154 1.154 25.45 34.01 34.01 19.15 19.15 B2 *DT1 *DT2 ~BEAM S135AU 57.5 57.5 100.00 -0.32 -24.19 0.43 1.33 1.33 0.72 Eq. 3.3.1-2 1.170 1.170 23.50 34.01 34.01 19.15 19.15 B3 *DT1 *DB1 ~BEAM S135AU 57.5 57.5 0.00 -7.47 -19.31 26.69 -1.49 0.25 1.29 Eq. 3.3.1-3 1.030 1.030 23.50 34.01 34.01 19.15 19.15 B4 *DT2 *DB2 ~BEAM S135AU 57.5 57.5 0.00 -9.21 27.29 46.70 -2.54 -2.02 1.99 Eq. 3.3.1-4 0.996 0.996 23.50 34.01 34.01 19.15 19.15 B5 *DT3 *DB3 ~BEAM S135AU 57.5 57.5 100.00 -38.00 24.68 66.50 0.75 1.23 6.45 Eq. 3.3.1-4 0.432 0.432 23.50 34.01 34.01 19.15 19.15 B6 *DT4 *DB4 ~BEAM S135AU 57.5 57.5 100.00 -7.64 -21.15 44.43 -0.26 -0.96 1.77 Eq. 3.3.1-3 1.027 1.027 23.50 34.01 34.01 19.15 19.15 B9 *DB5 *DB3 ~BEAM S135AU 40.7 40.7 0.00 -1.11 -122.86 0.65 -0.04 5.01 3.65 Eq. 3.3.1-2 1.166 1.166 25.45 34.01 34.01 19.15 19.15 BEAM|033 *DB2 *DB4 ~BEAM S135AU 57.5 57.5 0.00 -0.05 -29.43 2.01 -1.45 -1.45 0.87 Eq. 3.3.1-2 1.176 1.176 23.50 34.01 34.01 19.15 19.15 BEAM|034 *DB4 *DB3 ~BEAM S135AU 57.5 57.5 100.00 0.32 -23.40 2.33 1.42 1.42 0.70 Eq. 3.3.1-2 1.000 1.000 28.73 34.01 34.01 19.15 19.15 BEAM|035 *DB3 *DB1 ~BEAM S135AU 57.5 57.5 0.00 -12.86 -28.71 2.01 -1.45 -1.45 1.46 Eq. 3.3.1-4 0.924 0.924 23.50 34.01 34.01 19.15 19.15 BEAM|037 *DT2 *DT4 ~BEAM S135AU 57.5 57.5 0.00 -0.32 -30.58 0.47 -1.50 -1.50 0.91 Eq. 3.3.1-2 1.170 1.170 23.50 34.01 34.01 19.15 19.15 BEAM|038 *DT4 *DT3 ~BEAM S135AU 57.5 57.5 100.00 -0.32 -22.79 0.46 1.27 1.27 0.68 Eq. 3.3.1-2 1.170 1.170 23.50 34.01 34.01 19.15 19.15 BEAM|039 *DT3 *DT1 ~BEAM S135AU 57.5 57.5 0.00 -0.32 -30.59 0.47 -1.56 -1.56 0.91 Eq. 3.3.1-2 1.170 1.170 23.50 34.01 34.01 19.15 19.15 B11 *DT5 *DT4 ~CHOR S135AU 78.7 78.7 0.00 -1.46 -74.16 0.40 -0.40 1.43 2.23 Eq. 3.3.1-2 1.123 1.123 20.62 34.01 34.01 19.15 19.15 B12 *DT1 *DT5 ~CHOR S135AU 78.7 78.7 100.00 -0.30 -95.78 0.31 -0.41 -2.79 2.83 Eq. 3.3.1-2 1.165 1.165 20.62 34.01 34.01 19.15 19.15 B7 *DB5 *DB4 ~CHOR S135AU 78.7 78.7 0.00 -49.23 -73.83 0.31 -0.19 1.44 9999.00 Buckled 10 10 20.62 34.01 34.01 19.15 19.15 4.56 Eq. 3.3.1-3 B8 *DB1 *DB5 ~CHOR S135AU 78.7 78.7 100.00 -15.39 -95.45 2.83 -0.09 -2.78 5.33 Eq. 3.3.1-4 0.613 0.613 20.62 34.01 34.01 19.15 19.15 Page 58 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * ALL PARTS * * * *************************************************************************************************************** +++ B E A M F A T I G U E S T A N D A R D +++ ================================================= Exposure is 60 Days Beam Fatigue With Maximum CDR Greater Than 0 Element /-- Node Names -/ Class SN % Dist /----------------- CDRs ---------------------/ Slam Max -------- -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- B1 *DB1 *DB2 ~BEAM DNV_W3 0.00 0.6025 6.2097 9.6347 9.0460 0.6054 6.2113 9.6347 9.0442 9.6347 DNV_W3 100.00 0.6243 0.2611 0.2986 0.5340 0.6273 0.2627 0.2985 0.5321 B10 *DB2 *DB5 ~BEAM DNV_W3 0.00 47.3184 44.7621 29.3249 44.7238 47.0811 44.6051 29.4292 44.7638 47.3184 B11 *DT5 *DT4 ~CHOR DNV_W3 100.00 45.7744 40.0053 0.1136 39.9212 45.7124 39.9688 0.1669 40.0229 45.7744 B12 *DT1 *DT5 ~CHOR DNV_W3 0.00 33.8134 15.9793 0.2952 21.9836 34.0525 21.9390 0.2250 16.0320 34.0525 B13 *DT5 *DT3 ~BEAM DNV_W3 100.00 48.0141 46.1762 0.6362 46.0448 47.8498 45.8983 0.5081 46.3399 48.0141 B14 *DT2 *DT5 ~BEAM DNV_W3 0.00 42.0758 38.8602 0.2280 39.2292 42.3262 39.4665 0.4025 39.1612 42.3262 B2 *DT1 *DT2 ~BEAM DNV_W3 0.00 15.9753 14.1183 0.0005 14.0786 15.9801 14.1221 0.0005 14.0747 15.9801 DNV_W3 100.00 15.6933 13.9796 0.0008 13.9429 15.6979 13.9831 0.0008 13.9393 B3 *DT1 *DB1 ~BEAM DNV_W3 0.00 16.7397 27.9717 20.4545 28.1376 16.7413 27.9755 20.4605 28.1423 48.0154 DNV_W3 100.00 21.5559 48.0154 35.8533 47.5273 21.5565 48.0122 35.8513 47.5252 B4 *DT2 *DB2 ~BEAM DNV_W3 0.00 17.4300 28.6494 20.7884 22.6663 17.4291 28.6531 20.7928 22.6709 48.2477 DNV_W3 100.00 25.0722 48.2477 35.8604 47.5818 25.0710 48.2440 35.8580 47.5797 B5 *DT3 *DB3 ~BEAM DNV_W3 0.00 32.4155 42.2205 30.4922 37.6954 32.4291 42.3081 30.6045 37.7847 47.7791 DNV_W3 100.00 34.3961 47.6405 35.3389 46.7053 34.3788 47.7791 35.5425 46.9079 B6 *DT4 *DB4 ~BEAM DNV_W3 0.00 16.2956 27.9293 20.5687 22.7346 16.2956 27.9291 20.5694 22.7354 48.0459 DNV_W3 100.00 21.6363 48.0459 35.8482 47.5611 21.6356 48.0451 35.8484 47.5617 B7 *DB5 *DB4 ~CHOR DNV_W3 100.00 51.3500 46.2652 21.1515 38.6500 52.6870 46.3608 29.2718 45.7886 52.6870 B8 *DB1 *DB5 ~CHOR DNV_W3 0.00 37.5654 30.9760 26.1358 37.2320 38.0394 32.7897 13.9313 32.3136 38.0394 B9 *DB5 *DB3 ~BEAM DNV_W3 100.00 47.2220 45.3249 0.3043 45.4547 47.2131 45.2702 0.1715 45.4746 47.2220 BEAM|033 *DB2 *DB4 ~BEAM DNV_W3 0.00 17.4104 6.8199 0.0336 6.7022 17.4232 6.8272 0.0336 6.6948 0.0000 37.6449 DNV_W3 100.00 37.6449 25.2126 0.0053 24.9042 37.6382 25.2080 0.0053 24.9090 0.0000 BEAM|034 *DB4 *DB3 ~BEAM DNV_W3 0.00 0.9128 9.0397 9.6318 6.2961 0.9159 9.0415 9.6318 6.2944 9.6318 DNV_W3 100.00 1.2669 0.5805 0.1182 0.5634 1.2700 0.5822 0.1182 0.5615 BEAM|035 *DB3 *DB1 ~BEAM DNV_W3 0.00 27.6413 12.3904 8.9316 12.3905 27.6810 12.3734 8.8985 12.4017 37.3871 DNV_W3 100.00 37.3871 34.4379 9.0275 34.8695 37.3788 34.4173 9.0826 34.8774 BEAM|037 *DT2 *DT4 ~BEAM DNV_W3 0.00 16.3451 6.5202 0.1328 8.7562 18.3018 8.8315 0.1406 6.4456 38.2427 DNV_W3 100.00 38.2089 25.2627 0.1311 25.3413 38.2427 25.3984 0.1402 25.2093 BEAM|038 *DT4 *DT3 ~BEAM DNV_W3 0.00 15.5040 13.8261 0.0006 13.9535 15.5087 13.8295 0.0006 13.9500 15.5087 DNV_W3 100.00 14.8046 13.5453 0.0009 13.6390 14.8092 13.5480 0.0009 13.6362 BEAM|039 *DT3 *DT1 ~BEAM DNV_W3 0.00 18.2528 7.0782 0.0007 7.1843 18.3058 7.1137 0.0006 7.1443 38.2483 DNV_W3 100.00 38.1993 25.2334 0.0002 25.3754 38.2483 25.3007 0.0003 25.3138 Page 59 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * ALL PARTS * * * *************************************************************************************************************** +++ B E A M F A T I G U E S T A N D A R D +++ ================================================= Exposure is 60 Days Beam Fatigue With Maximum CDR Greater Than 0 Element /-- Node Names -/ Class SN % Dist /----------------- CDRs ---------------------/ Slam Max -------- -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- B1 *DB1 *DB2 ~BEAM DNV_W3 0.00 0.6025 6.2097 9.6347 9.0460 0.6054 6.2113 9.6347 9.0442 9.6347 DNV_W3 100.00 0.6243 0.2611 0.2986 0.5340 0.6273 0.2627 0.2985 0.5321 B10 *DB2 *DB5 ~BEAM DNV_W3 0.00 47.3184 44.7621 29.3249 44.7238 47.0811 44.6051 29.4292 44.7638 47.3184 B11 *DT5 *DT4 ~CHOR DNV_W3 100.00 45.7744 40.0053 0.1136 39.9212 45.7124 39.9688 0.1669 40.0229 45.7744 B12 *DT1 *DT5 ~CHOR DNV_W3 0.00 33.8134 15.9793 0.2952 21.9836 34.0525 21.9390 0.2250 16.0320 34.0525 B13 *DT5 *DT3 ~BEAM DNV_W3 100.00 48.0141 46.1762 0.6362 46.0448 47.8498 45.8983 0.5081 46.3399 48.0141 B14 *DT2 *DT5 ~BEAM DNV_W3 0.00 42.0758 38.8602 0.2280 39.2292 42.3262 39.4665 0.4025 39.1612 42.3262 B2 *DT1 *DT2 ~BEAM DNV_W3 0.00 15.9753 14.1183 0.0005 14.0786 15.9801 14.1221 0.0005 14.0747 15.9801 DNV_W3 100.00 15.6933 13.9796 0.0008 13.9429 15.6979 13.9831 0.0008 13.9393 B3 *DT1 *DB1 ~BEAM DNV_W3 0.00 16.7397 27.9717 20.4545 28.1376 16.7413 27.9755 20.4605 28.1423 48.0154 DNV_W3 100.00 21.5559 48.0154 35.8533 47.5273 21.5565 48.0122 35.8513 47.5252 B4 *DT2 *DB2 ~BEAM DNV_W3 0.00 17.4300 28.6494 20.7884 22.6663 17.4291 28.6531 20.7928 22.6709 48.2477 DNV_W3 100.00 25.0722 48.2477 35.8604 47.5818 25.0710 48.2440 35.8580 47.5797 B5 *DT3 *DB3 ~BEAM DNV_W3 0.00 32.4155 42.2205 30.4922 37.6954 32.4291 42.3081 30.6045 37.7847 47.7791 DNV_W3 100.00 34.3961 47.6405 35.3389 46.7053 34.3788 47.7791 35.5425 46.9079 B6 *DT4 *DB4 ~BEAM DNV_W3 0.00 16.2956 27.9293 20.5687 22.7346 16.2956 27.9291 20.5694 22.7354 48.0459 DNV_W3 100.00 21.6363 48.0459 35.8482 47.5611 21.6356 48.0451 35.8484 47.5617 B7 *DB5 *DB4 ~CHOR DNV_W3 100.00 51.3500 46.2652 21.1515 38.6500 52.6870 46.3608 29.2718 45.7886 52.6870 B8 *DB1 *DB5 ~CHOR DNV_W3 0.00 37.5654 30.9760 26.1358 37.2320 38.0394 32.7897 13.9313 32.3136 38.0394 B9 *DB5 *DB3 ~BEAM DNV_W3 100.00 47.2220 45.3249 0.3043 45.4547 47.2131 45.2702 0.1715 45.4746 47.2220 BEAM|033 *DB2 *DB4 ~BEAM DNV_W3 0.00 17.4104 6.8199 0.0336 6.7022 17.4232 6.8272 0.0336 6.6948 0.0000 37.6449 DNV_W3 100.00 37.6449 25.2126 0.0053 24.9042 37.6382 25.2080 0.0053 24.9090 0.0000 BEAM|034 *DB4 *DB3 ~BEAM DNV_W3 0.00 0.9128 9.0397 9.6318 6.2961 0.9159 9.0415 9.6318 6.2944 9.6318 DNV_W3 100.00 1.2669 0.5805 0.1182 0.5634 1.2700 0.5822 0.1182 0.5615 BEAM|035 *DB3 *DB1 ~BEAM DNV_W3 0.00 27.6413 12.3904 8.9316 12.3905 27.6810 12.3734 8.8985 12.4017 37.3871 DNV_W3 100.00 37.3871 34.4379 9.0275 34.8695 37.3788 34.4173 9.0826 34.8774 BEAM|037 *DT2 *DT4 ~BEAM DNV_W3 0.00 16.3451 6.5202 0.1328 8.7562 18.3018 8.8315 0.1406 6.4456 38.2427 DNV_W3 100.00 38.2089 25.2627 0.1311 25.3413 38.2427 25.3984 0.1402 25.2093 BEAM|038 *DT4 *DT3 ~BEAM DNV_W3 0.00 15.5040 13.8261 0.0006 13.9535 15.5087 13.8295 0.0006 13.9500 15.5087 DNV_W3 100.00 14.8046 13.5453 0.0009 13.6390 14.8092 13.5480 0.0009 13.6362 BEAM|039 *DT3 *DT1 ~BEAM DNV_W3 0.00 18.2528 7.0782 0.0007 7.1843 18.3058 7.1137 0.0006 7.1443 38.2483 DNV_W3 100.00 38.1993 25.2334 0.0002 25.3754 38.2483 25.3007 0.0003 25.3138 Page 60 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * * ALL PARTS * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== PROGRAM PARAMETERS . . . . . . . . . . . . . . . . . . 1 PIECE SUMMARY . . . . . . . . . . . . . . . . . . . . 2 CATEGORY SUMMARY FOR PART JACKET . . . . . . . . . . . 3 WIND VORTEX SHEDDING FOR PART JACKET . . . . . . . . . 4 BEAM SCFS FOR PART JACKET . . . . . . . . . . . . . . 5 CLASS DIMENSIONS SUMMARY . . . . . . . . . . . . . . . 6 MATERIAL AND REDESIGN SUMMARY . . . . . . . . . . . . 7 BEAM PROPERTIES FOR PART TIEDOWN . . . . . . . . . . . 8 BEAM ENDS FOR PART TIEDOWN . . . . . . . . . . . . . . 9 SN CURVE STATUS . . . . . . . . . . . . . . . . . . . 10 RIGHTING ARM RESULTS . . . . . . . . . . . . . . . . . 15 CURRENT SYSTEM CONFIGURATION . . . . . . . . . . . . . 16 BUOYANCY AND WEIGHT FOR TOW_BRG . . . . . . . . . . . 17 FORCES ACTING ON TOW_BRG . . . . . . . . . . . . . . . 18 COMPARTMENT PROPERTIES . . . . . . . . . . . . . . . . 19 CATEGORY STATUS FOR PART CAN . . . . . . . . . . . . . 20 CATEGORY STATUS FOR PART JACKET . . . . . . . . . . . 21 CATEGORY STATUS FOR PART TIEDOWN . . . . . . . . . . . 22 CATEGORY STATUS FOR PART TOW_BRG . . . . . . . . . . . 23 MOTION RESPONSE OPERATORS . . . . . . . . . . . . . . 24 CARGO G FORCE STATISTICS . . . . . . . . . . . . . . . 32 STRUCTURAL CASES . . . . . . . . . . . . . . . . . . . 44 ALLOWABLE STRESS MODIFIERS . . . . . . . . . . . . . . 51 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 52 BEAM FATIGUE STANDARD . . . . . . . . . . . . . . . . 58 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 60