Page 1 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ C A T E G O R Y S U M M A R Y F O R S E L E C T E D P A R T S +++ ============================================================================= Process is DEFAULT: 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 *J101 5.70 -35.00 -24.54 -138.00 0.00 0.00 0.00 0.00 *J103 5.70 35.00 -24.54 -138.00 0.00 0.00 0.00 0.00 *J105 5.70 0.00 36.09 -138.00 0.00 0.00 0.00 0.00 *J401 6.25 -15.71 -13.40 12.00 0.00 0.00 0.00 0.00 *J403 12.50 15.71 -13.40 12.00 0.00 0.00 0.00 0.00 *J405 6.25 0.00 13.81 12.00 0.00 0.00 0.00 0.00 ~JH1A 0.91 26.49 -9.80 -138.00 0.00 0.00 0.00 0.00 ~JH1B 0.91 8.51 21.35 -138.00 0.00 0.00 0.00 0.00 ~JH1D 1.82 13.32 3.36 -73.00 0.00 0.00 0.00 0.00 ~JH1F 0.91 10.17 1.54 -24.00 0.00 0.00 0.00 0.00 ~JH2A 0.91 -8.51 21.35 -138.00 0.00 0.00 0.00 0.00 ~JH2B 0.91 -26.49 -9.80 -138.00 0.00 0.00 0.00 0.00 ~JH2C 1.82 -13.32 3.35 -73.00 0.00 0.00 0.00 0.00 ~JH2E 0.91 -10.17 1.54 -24.00 0.00 0.00 0.00 0.00 ~JHAA 0.91 -17.98 -24.54 -138.00 0.00 0.00 0.00 0.00 ~JHAC 0.91 17.98 -24.54 -138.00 0.00 0.00 0.00 0.00 ~JHAD 0.91 -9.62 -19.71 -73.00 0.00 0.00 0.00 0.00 ~JHAF 0.91 9.62 -19.71 -73.00 0.00 0.00 0.00 0.00 ~JHAH 0.91 0.00 -16.07 -24.00 0.00 0.00 0.00 0.00 ~JVD1 5.47 -0.00 -4.33 -105.22 0.00 0.00 0.00 0.00 ~JVD2 5.46 -0.00 -4.33 -48.27 0.00 0.00 0.00 0.00 ~JVD3 2.73 0.00 -4.33 -15.35 0.00 0.00 0.00 0.00 STR_MODE 1.060 1.000 ~JCBR 17.52 -0.64 -11.14 -75.46 11.57 -0.64 -11.14 -75.46 ~JCN3 37.02 1.75 -9.49 -63.00 4.56 1.75 -9.49 -63.00 ~JH1A 2.51 30.15 -16.14 -138.00 2.14 30.15 -16.14 -138.00 ~JH1B 8.28 13.66 12.43 -138.00 7.06 13.66 12.43 -138.00 ~JH1C 1.89 23.19 -13.73 -73.00 1.11 23.19 -13.73 -73.00 ~JH1D 5.88 11.02 7.34 -73.00 4.46 10.87 7.60 -73.00 ~JH1E 0.73 17.94 -11.92 -24.00 0.50 17.94 -11.92 -24.00 ~JH1F 2.81 8.98 3.59 -24.00 2.78 8.77 3.97 -24.00 ~JH1G 0.33 14.08 -10.58 12.00 0.22 14.08 -10.58 12.00 ~JH1H 2.27 7.43 0.93 12.00 2.22 7.22 1.29 12.00 ~JH2A 8.28 -13.66 12.43 -138.00 7.06 -13.66 12.43 -138.00 ~JH2B 2.51 -30.15 -16.14 -138.00 2.14 -30.15 -16.14 -138.00 ~JH2C 5.88 -11.02 7.34 -73.00 4.46 -10.87 7.60 -73.00 ~JH2D 1.89 -23.19 -13.73 -73.00 1.11 -23.19 -13.73 -73.00 ~JH2E 2.81 -8.98 3.59 -24.00 2.78 -8.77 3.97 -24.00 ~JH2F 0.73 -17.94 -11.92 -24.00 0.50 -17.94 -11.92 -24.00 ~JH2G 2.27 -7.43 0.93 12.00 2.22 -7.22 1.29 12.00 ~JH2H 0.33 -14.08 -10.58 12.00 0.22 -14.08 -10.58 12.00 ~JHAA 4.46 -19.37 -24.54 -138.00 3.80 -19.37 -24.54 -138.00 ~JHAB 1.23 -2.00 -24.54 -138.00 1.05 -2.00 -24.54 -138.00 ~JHAC 5.11 17.37 -24.54 -138.00 4.36 17.37 -24.54 -138.00 ~JHAD 2.77 -15.19 -19.71 -73.00 2.13 -15.19 -19.71 -73.00 ~JHAE 1.10 -2.00 -19.71 -73.00 0.85 -2.00 -19.71 -73.00 ~JHAF 3.35 13.19 -19.71 -73.00 2.59 13.19 -19.71 -73.00 ~JHAG 1.17 -11.74 -16.07 -24.00 1.12 -12.05 -16.07 -24.00 ~JHAH 0.97 -2.00 -16.07 -24.00 0.67 -2.00 -16.07 -24.00 Page 2 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ C A T E G O R Y S U M M A R Y F O R S E L E C T E D P A R T S +++ ============================================================================= Process is DEFAULT: 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 --------- --------- --------- -------- -------- --------- --------- --------- -------- -------- --------- --------- STR_MODE 1.060 1.000 ~JHAI 1.52 9.73 -16.07 -24.00 1.48 10.05 -16.07 -24.00 ~JHAJ 0.70 -9.73 -13.40 12.00 0.71 -9.73 -13.40 12.00 ~JHAK 0.66 -2.00 -13.40 12.00 0.67 -2.00 -13.40 12.00 ~JHAL 1.05 7.73 -13.40 12.00 1.07 7.73 -13.40 12.00 ~JLG2 68.91 0.00 -4.33 -106.49 8.49 0.00 -4.33 -106.49 ~JLG3 51.41 0.00 -4.33 -50.02 6.33 0.00 -4.33 -50.02 ~JLG4 38.41 0.00 -4.33 -6.52 4.73 -0.00 -4.33 -6.52 ~JLG5 5.96 0.00 -4.33 13.50 0.73 0.00 -4.33 13.50 ~JPL1 11.99 0.00 -4.33 -140.50 1.48 0.00 -4.33 -140.50 ~JVD1 66.58 0.00 -4.33 -105.22 78.04 0.00 -4.33 -105.22 ~JVD2 33.57 -0.00 -4.33 -48.28 31.39 -0.00 -4.33 -48.28 ~JVD3 18.17 0.00 -4.33 -5.80 18.93 0.00 -4.33 -5.80 ======== ======== ======== ======== ======== ======== ======== ======== TOTAL 492.42 0.31 -5.12 -70.27 227.75 0.00 -4.78 -77.38 Page 3 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ T I P - H O O K P R O P E R T I E S +++ ============================================= Process is SIDELIFT: Units Are Degrees, Feet, and Kips Unless Specified Locations in Global Coordinates Length of /------------ Connection -------------/ Boom Load Line Body X Y Z -------- --------- ---------- -------- --------- --------- --------- MAIN 0.0 200.000 GROUND 68.97 0.00 394.95 HOOK 68.97 0.00 194.95 Page 4 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Process is SIDELIFT: Units Are Degrees, Feet, and Kips Unless Specified Forces in Body System at Attachment - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Conn. Body FX FY FZ MX MY MZ MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- LS105 JACKET 0 0 0 0 0 0 0 LS305 JACKET 0 0 0 0 0 0 0 MAINLN GROUND 0 0 0 0 0 0 0 Page 5 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ L O C A T I O N O F T H E O R I G I N +++ =================================================== Process is SIDELIFT: Units Are Degrees, Feet, and Kips Unless Specified Body /----- Global Position -----/ /------- Euler Angle -------/ Bottom Maximum Event Name X Y Z Roll Pitch Yaw Displace Clearance Const. Force -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- ---------- 1.00 JACKET 0.12 1.25 5.70 -0.49 0.02 0.06 0 141.40 494.5 2.00 JACKET 0.10 -0.62 1.36 -0.31 -0.00 0.04 0 137.16 470.4 3.00 JACKET -0.17 -0.51 -2.60 -0.40 0.26 0.06 82 132.62 411.5 4.00 JACKET -0.87 -0.66 -6.95 -0.56 0.19 0.12 101 128.42 393.1 Page 6 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Process is SIDELIFT: Units Are Degrees, Feet, and Kips Unless Specified Event Name /-------------- F O R C E S / M O M E N T S -------------/ Force Force/ ------ -------- -- X -- -- Y -- -- Z -- -- MX -- -- MY -- -- MZ -- Mag. Break 1.00 LS105 97.5 -2.8 188.2 0 0 0 211.9 0.281 LS305 -98.1 -3.9 306.3 0 0 0 321.7 0.427 MAINLN 0.4 2.5 -494.5 0 0 0 494.5 0.105 2.00 LS105 92.9 -0.9 179.5 0 0 0 202.1 0.268 LS305 -93.1 -1.2 290.9 0 0 0 305.5 0.405 MAINLN 0.2 -0.4 -470.4 0 0 0 470.4 0.100 3.00 LS105 79.5 -1.2 153.5 0 0 0 172.8 0.229 LS305 -82.6 -1.6 258.0 0 0 0 270.9 0.359 MAINLN 1.3 -0.1 -411.5 0 0 0 411.5 0.087 4.00 LS105 77.3 -1.6 149.2 0 0 0 168.0 0.223 LS305 -78.1 -2.2 243.8 0 0 0 256.0 0.340 MAINLN -0.5 -0.1 -393.1 0 0 0 393.1 0.083 Page 7 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E M A G N I T U D E S +++ =========================================================== Process is SIDELIFT: Units Are Degrees, Feet, and Kips Unless Specified Event Name Magnit. Mag/Ult. Name Magnit. Mag/Ult. Name Magnit. Mag/Ult. -------- -------- ---------- --------- -------- ---------- --------- -------- ---------- --------- 1.00 LS105 211.9 0.281 LS305 321.7 0.427 MAINLN 494.5 0.105 2.00 LS105 202.1 0.268 LS305 305.5 0.405 MAINLN 470.4 0.100 3.00 LS105 172.8 0.229 LS305 270.9 0.359 MAINLN 411.5 0.087 4.00 LS105 168.0 0.223 LS305 256.0 0.340 MAINLN 393.1 0.083 Page 8 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * * Draft = 7.0 Feet Trim Angle = 0.19 Deg. * * Roll Gy. Radius = 25.5 Feet Pitch Gy. Radius = 53.8 Feet Yaw Gy. Radius = 53.7 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 JACKET At X = 0.0 Y = 0.0 Z = 0.0 Process is SIDELIFT: 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 0.5712 11.00 0.067 168 1.014 72 0.014 3 0.597 -10 0.022 -42 0.171 111 0.6283 10.00 0.064 157 0.882 74 0.015 -16 0.367 10 0.023 -45 0.145 122 0.6981 9.00 0.058 146 0.764 74 0.017 -35 0.345 53 0.024 -49 0.167 126 0.7854 8.00 0.050 139 0.633 76 0.021 -47 0.532 76 0.027 -50 0.195 117 0.8976 7.00 0.044 138 0.512 80 0.028 -49 0.731 82 0.031 -46 0.199 103 1.0472 6.00 0.039 140 0.372 85 0.041 -43 0.868 84 0.041 -39 0.194 91 1.2566 5.00 0.033 142 0.147 90 0.074 -33 0.876 84 0.066 -30 0.198 85 Page 9 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * * Draft = 7.0 Feet Trim Angle = 0.19 Deg. * * Roll Gy. Radius = 25.5 Feet Pitch Gy. Radius = 53.8 Feet Yaw Gy. Radius = 53.7 Feet * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 20 * * * *************************************************************************************************************** +++ C O N S T R A I N T F O R C E R E S P O N S E O P E R A T O R S +++ ============================================================================= Process is SIDELIFT: Units Are Degrees, Feet, and Kips Unless Specified For The Element LS305 E N C O U N T E R FX / FY / FZ / MX / MY / MZ / -------------------- 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 0.5712 11.00 2.00 -71 3.52 93 7.26 113 0.00 0 0.00 0 0.00 0 0.6283 10.00 1.98 -62 2.83 95 7.29 120 0.00 0 0.00 0 0.00 0 0.6981 9.00 2.07 -53 2.52 99 7.68 127 0.00 0 0.00 0 0.00 0 0.7854 8.00 2.24 -44 2.37 99 8.27 135 0.00 0 0.00 0 0.00 0 0.8976 7.00 2.43 -34 2.10 94 9.06 143 0.00 0 0.00 0 0.00 0 1.0472 6.00 2.53 -26 1.68 88 9.89 151 0.00 0 0.00 0 0.00 0 1.2566 5.00 2.09 -20 1.20 83 9.84 157 0.00 0 0.00 0 0.00 0 Page 10 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * * Draft = 7.0 Feet Trim Angle = 0.19 Deg. * * Roll Gy. Radius = 25.5 Feet Pitch Gy. Radius = 53.8 Feet Yaw Gy. Radius = 53.7 Feet * * ISSC Height = 5.00 Feet Mean Period = 7.0 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C O N S T R A I N T F O R C E S T A T I S T I C S +++ ============================================================= Process is SIDELIFT: Units Are Degrees, Feet, and Kips Unless Specified Mean + Maximum Responses Based on a Multiplier of 3.720 Period Name FX FY FZ MX MY MZ MAG. Ten/Brk -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 7.00 LS105 86.36 -7.81 164.29 0 0 0 185.77 0.2464 LS305 -88.36 -13.76 282.66 0 0 0 296.47 0.3932 MAINLN -2.03 -12.87 -446.58 0 0 0 446.77 0.0948 Page 11 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ L O C A T I O N O F T H E O R I G I N +++ =================================================== Process is UPEND: Units Are Degrees, Feet, and Kips Unless Specified Body /----- Global Position -----/ /------- Euler Angle -------/ Bottom Maximum Event Name X Y Z Roll Pitch Yaw Displace Clearance Const. Force -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- ---------- 0.00 JACKET -1.30 -0.91 -7.36 -0.49 0.06 0.13 102 128.34 383.8 1.00 JACKET 5.08 -0.82 -33.49 -0.47 -9.89 0.12 154 101.39 203.4 2.00 JACKET 11.00 -0.63 -57.40 -0.43 -19.26 -0.06 196 76.81 163.8 3.00 JACKET 16.70 -0.61 -78.80 -0.46 -28.20 0.00 213 54.81 155.0 4.00 JACKET 27.10 -0.58 -97.90 -0.44 -37.34 0.06 219 35.24 151.8 5.00 JACKET 36.96 -0.85 -113.81 -0.50 -46.15 0.42 221 18.96 151.9 6.00 JACKET 48.63 -0.82 -126.49 -0.57 -54.94 0.48 220 6.03 154.6 7.00 JACKET 44.73 -0.87 -121.42 -0.57 -54.56 0.47 213 11.12 160.6 8.00 JACKET 42.07 -0.91 -111.38 -0.57 -54.29 0.38 198 21.16 171.2 9.00 JACKET 48.78 -0.81 -116.56 -0.60 -58.72 0.37 200 15.90 172.0 10.00 JACKET 61.31 -0.74 -124.05 -0.77 -67.39 0.32 201 8.34 176.3 11.00 JACKET 79.63 -0.67 -128.31 -1.26 -80.26 0.07 201 4.20 189.6 12.00 JACKET 100.20 -0.05 -122.50 -178.19 -85.81 179.55 198 10.13 296.2 13.00 JACKET 99.23 -0.19 -124.66 -177.72 -85.93 179.12 200 7.95 293.1 14.00 JACKET 98.49 -0.42 -128.81 -177.39 -86.00 178.83 203 3.79 290.2 15.00 JACKET 98.59 -0.22 -134.94 -177.45 -86.01 178.92 207 -2.34 285.7 Page 12 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Process is UPEND: Units Are Degrees, Feet, and Kips Unless Specified Event Name /-------------- F O R C E S / M O M E N T S -------------/ Force Force/ ------ -------- -- X -- -- Y -- -- Z -- -- MX -- -- MY -- -- MZ -- Mag. Break 0.00 AUXLN 1.2 0.0 -6.9 0 0 0 7.0 0.001 LS105 76.9 -1.3 148.4 0 0 0 167.2 0.222 LS305 -75.3 -1.7 235.3 0 0 0 247.1 0.328 MAINLN -1.9 -0.4 -383.7 0 0 0 383.8 0.081 US401 -0.6 0.5 3.2 0 0 0 3.3 0.004 US403 -0.6 -0.6 3.6 0 0 0 3.7 0.005 US405 -0.0 0.0 0.0 0 0 0 0.0 0.000 1.00 AUXLN 24.7 0.1 -137.2 0 0 0 139.4 0.030 LS105 74.6 -1.1 144.0 0 0 0 162.1 0.215 LS305 -16.3 -0.3 51.0 0 0 0 53.5 0.071 MAINLN -23.9 -0.2 -202.0 0 0 0 203.4 0.043 US401 -0.4 10.5 65.9 0 0 0 66.8 0.089 US403 -0.4 -11.7 73.5 0 0 0 74.4 0.099 US405 -0.0 -0.0 0.0 0 0 0 0.0 0.000 2.00 AUXLN 28.9 -0.0 -161.2 0 0 0 163.8 0.035 LS105 70.1 -0.8 122.1 0 0 0 140.7 0.187 LS305 -0.0 -0.0 0.0 0 0 0 0.0 0.000 MAINLN -25.9 -0.1 -138.3 0 0 0 140.7 0.030 US401 12.3 12.4 77.1 0 0 0 79.1 0.105 US403 13.5 -13.6 84.6 0 0 0 86.8 0.115 US405 0.0 0.0 0.0 0 0 0 0.0 0.000 3.00 AUXLN 26.0 0.1 -152.8 0 0 0 155.0 0.033 LS105 81.8 -0.8 102.4 0 0 0 131.1 0.174 LS305 -0.0 -0.0 0.0 0 0 0 0.0 0.000 MAINLN -23.7 -0.0 -128.9 0 0 0 131.1 0.028 US401 23.4 11.7 69.7 0 0 0 74.5 0.099 US403 25.9 -13.0 77.3 0 0 0 82.5 0.109 US405 0.0 -0.0 0.0 0 0 0 0.0 0.000 4.00 AUXLN 24.6 0.1 -149.8 0 0 0 151.8 0.032 LS105 94.1 -0.7 87.9 0 0 0 128.8 0.171 LS305 -0.0 -0.0 0.0 0 0 0 0.0 0.000 MAINLN -21.5 -0.0 -126.9 0 0 0 128.8 0.027 US401 34.0 11.5 64.0 0 0 0 73.4 0.097 US403 37.2 -12.6 70.0 0 0 0 80.3 0.107 US405 0.0 -0.0 0.0 0 0 0 0.0 0.000 5.00 AUXLN 22.8 0.2 -150.1 0 0 0 151.9 0.032 LS105 103.7 -0.6 72.5 0 0 0 126.6 0.168 LS305 0.0 -0.0 0.0 0 0 0 0.0 0.000 MAINLN -19.6 -0.2 -125.1 0 0 0 126.6 0.027 US401 44.1 11.5 57.4 0 0 0 73.3 0.097 US403 48.4 -12.6 63.0 0 0 0 80.5 0.107 US405 0.0 0.0 0.0 0 0 0 0.0 0.000 6.00 AUXLN 21.0 0.2 -153.2 0 0 0 154.6 0.033 LS105 110.4 -0.5 56.6 0 0 0 124.1 0.165 LS305 0.0 -0.0 0.0 0 0 0 0.0 0.000 MAINLN -17.1 -0.2 -122.9 0 0 0 124.1 0.026 US401 54.1 11.7 50.3 0 0 0 74.8 0.099 US403 59.2 -12.8 54.9 0 0 0 81.7 0.108 US405 0.0 0.0 0.0 0 0 0 0.0 0.000 Page 13 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Process is UPEND: Units Are Degrees, Feet, and Kips Unless Specified Event Name /-------------- F O R C E S / M O M E N T S -------------/ Force Force/ ------ -------- -- X -- -- Y -- -- Z -- -- MX -- -- MY -- -- MZ -- Mag. Break 7.00 AUXLN 20.9 0.2 -159.2 0 0 0 160.6 0.034 LS105 110.6 -0.5 56.4 0 0 0 124.2 0.165 LS305 0.0 -0.0 0.0 0 0 0 0.0 0.000 MAINLN -18.2 -0.2 -122.8 0 0 0 124.2 0.026 US401 56.2 12.2 52.2 0 0 0 77.7 0.103 US403 61.4 -13.3 57.1 0 0 0 84.9 0.113 US405 0.0 -0.0 0.0 0 0 0 0.0 0.000 8.00 AUXLN 21.9 0.1 -169.8 0 0 0 171.2 0.036 LS105 114.0 -0.5 57.5 0 0 0 127.7 0.169 LS305 0.0 -0.0 0.0 0 0 0 0.0 0.000 MAINLN -19.8 -0.2 -126.1 0 0 0 127.7 0.027 US401 59.9 13.0 55.9 0 0 0 83.0 0.110 US403 65.2 -14.2 61.0 0 0 0 90.4 0.120 US405 0.0 0.0 0.0 0 0 0 0.0 0.000 9.00 AUXLN 20.8 0.1 -170.7 0 0 0 172.0 0.036 LS105 115.4 -0.5 48.9 0 0 0 125.3 0.166 LS305 0.0 -0.0 0.0 0 0 0 0.0 0.000 MAINLN -18.1 -0.1 -124.0 0 0 0 125.3 0.027 US401 64.8 13.1 51.0 0 0 0 83.5 0.111 US403 70.3 -14.2 55.4 0 0 0 90.7 0.120 US405 0.0 -0.0 0.0 0 0 0 0.0 0.000 10.00 AUXLN 18.1 0.1 -175.3 0 0 0 176.3 0.037 LS105 115.7 -0.5 32.0 0 0 0 120.0 0.159 LS305 0.0 -0.0 0.0 0 0 0 0.0 0.000 MAINLN -15.0 -0.1 -119.1 0 0 0 120.0 0.025 US401 74.3 13.4 40.3 0 0 0 85.6 0.114 US403 80.6 -14.6 43.7 0 0 0 92.8 0.123 US405 0.0 0.0 0.0 0 0 0 0.0 0.000 11.00 AUXLN 12.8 -0.1 -189.1 0 0 0 189.6 0.040 LS105 104.8 -0.3 7.9 0 0 0 105.1 0.139 LS305 0.0 -0.0 0.0 0 0 0 0.0 0.000 MAINLN -9.9 0.1 -104.6 0 0 0 105.1 0.022 US401 89.4 14.6 21.7 0 0 0 93.2 0.124 US403 94.8 -15.5 23.0 0 0 0 98.8 0.131 US405 0.0 0.0 -0.0 0 0 0 0.0 0.000 12.00 AUXLN 1.3 0.1 -296.2 0 0 0 296.2 0.063 LS105 0.0 0.0 0.0 0 0 0 0.0 0.000 LS305 0.0 0.0 0.0 0 0 0 0.0 0.000 MAINLN 0.0 0.0 0.0 0 0 0 0.0 0.000 US401 99.8 15.9 1.8 0 0 0 101.1 0.134 US403 104.3 -16.6 1.9 0 0 0 105.6 0.140 US405 91.3 -0.0 -24.0 0 0 0 94.4 0.125 13.00 AUXLN 0.8 0.0 -293.1 0 0 0 293.1 0.062 LS105 0.0 0.0 0.0 0 0 0 0.0 0.000 LS305 0.0 0.0 0.0 0 0 0 0.0 0.000 MAINLN 0.0 0.0 0.0 0 0 0 0.0 0.000 US401 98.6 15.7 1.8 0 0 0 99.9 0.132 US403 103.9 -16.5 1.9 0 0 0 105.3 0.140 US405 89.9 0.0 -23.6 0 0 0 92.9 0.123 Page 14 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Process is UPEND: Units Are Degrees, Feet, and Kips Unless Specified Event Name /-------------- F O R C E S / M O M E N T S -------------/ Force Force/ ------ -------- -- X -- -- Y -- -- Z -- -- MX -- -- MY -- -- MZ -- Mag. Break 14.00 AUXLN 0.4 -0.1 -290.2 0 0 0 290.2 0.062 LS105 0.0 0.0 0.0 0 0 0 0.0 0.000 LS305 0.0 0.0 0.0 0 0 0 0.0 0.000 MAINLN 0.0 0.0 0.0 0 0 0 0.0 0.000 US401 97.7 15.5 1.7 0 0 0 98.9 0.131 US403 102.7 -16.3 1.8 0 0 0 104.0 0.138 US405 89.2 -0.0 -23.4 0 0 0 92.2 0.122 15.00 AUXLN 0.5 0.1 -285.7 0 0 0 285.7 0.061 LS105 0.0 0.0 0.0 0 0 0 0.0 0.000 LS305 0.0 0.0 0.0 0 0 0 0.0 0.000 MAINLN 0.0 0.0 0.0 0 0 0 0.0 0.000 US401 96.1 15.3 1.7 0 0 0 97.3 0.129 US403 101.9 -16.2 1.8 0 0 0 103.2 0.137 US405 87.1 0.0 -22.8 0 0 0 90.0 0.119 Page 15 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E M A G N I T U D E S +++ =========================================================== Process is UPEND: Units Are Degrees, Feet, and Kips Unless Specified Event Name Magnit. Mag/Ult. Name Magnit. Mag/Ult. Name Magnit. Mag/Ult. Name Magnit. Mag/Ult. -------- -------- ---------- --------- -------- ---------- --------- -------- ---------- --------- -------- ---------- --------- 0.00 AUXLN 7.0 0.001 LS105 167.2 0.222 LS305 247.1 0.328 MAINLN 383.8 0.081 US401 3.3 0.004 US403 3.7 0.005 US405 0.0 0.000 1.00 AUXLN 139.4 0.030 LS105 162.1 0.215 LS305 53.5 0.071 MAINLN 203.4 0.043 US401 66.8 0.089 US403 74.4 0.099 US405 0.0 0.000 2.00 AUXLN 163.8 0.035 LS105 140.7 0.187 LS305 0.0 0.000 MAINLN 140.7 0.030 US401 79.1 0.105 US403 86.8 0.115 US405 0.0 0.000 3.00 AUXLN 155.0 0.033 LS105 131.1 0.174 LS305 0.0 0.000 MAINLN 131.1 0.028 US401 74.5 0.099 US403 82.5 0.109 US405 0.0 0.000 4.00 AUXLN 151.8 0.032 LS105 128.8 0.171 LS305 0.0 0.000 MAINLN 128.8 0.027 US401 73.4 0.097 US403 80.3 0.107 US405 0.0 0.000 5.00 AUXLN 151.9 0.032 LS105 126.6 0.168 LS305 0.0 0.000 MAINLN 126.6 0.027 US401 73.3 0.097 US403 80.5 0.107 US405 0.0 0.000 6.00 AUXLN 154.6 0.033 LS105 124.1 0.165 LS305 0.0 0.000 MAINLN 124.1 0.026 US401 74.8 0.099 US403 81.7 0.108 US405 0.0 0.000 7.00 AUXLN 160.6 0.034 LS105 124.2 0.165 LS305 0.0 0.000 MAINLN 124.2 0.026 US401 77.7 0.103 US403 84.9 0.113 US405 0.0 0.000 8.00 AUXLN 171.2 0.036 LS105 127.7 0.169 LS305 0.0 0.000 MAINLN 127.7 0.027 US401 83.0 0.110 US403 90.4 0.120 US405 0.0 0.000 9.00 AUXLN 172.0 0.036 LS105 125.3 0.166 LS305 0.0 0.000 MAINLN 125.3 0.027 US401 83.5 0.111 US403 90.7 0.120 US405 0.0 0.000 10.00 AUXLN 176.3 0.037 LS105 120.0 0.159 LS305 0.0 0.000 MAINLN 120.0 0.025 US401 85.6 0.114 US403 92.8 0.123 US405 0.0 0.000 11.00 AUXLN 189.6 0.040 LS105 105.1 0.139 LS305 0.0 0.000 MAINLN 105.1 0.022 US401 93.2 0.124 US403 98.8 0.131 US405 0.0 0.000 12.00 AUXLN 296.2 0.063 LS105 0.0 0.000 LS305 0.0 0.000 MAINLN 0.0 0.000 US401 101.1 0.134 US403 105.6 0.140 US405 94.4 0.125 13.00 AUXLN 293.1 0.062 LS105 0.0 0.000 LS305 0.0 0.000 MAINLN 0.0 0.000 US401 99.9 0.132 US403 105.3 0.140 US405 92.9 0.123 14.00 AUXLN 290.2 0.062 LS105 0.0 0.000 LS305 0.0 0.000 MAINLN 0.0 0.000 US401 98.9 0.131 US403 104.0 0.138 US405 92.2 0.122 15.00 AUXLN 285.7 0.061 LS105 0.0 0.000 LS305 0.0 0.000 MAINLN 0.0 0.000 US401 97.3 0.129 US403 103.2 0.137 US405 90.0 0.119 Page 16 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D D E T A I L +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- MAINLN *MAINHK ~BO1 LIFT-1 0.44 2.47 -494.52 0.00 0.00 0.00 SEA 0.00 0.00 0.00 0.00 0.00 0.00 UPEND-3 -23.69 -0.04 -128.90 0.00 0.00 0.00 AUXLN *AUXHK ~BO2 LIFT-1 0.00 0.00 0.00 0.00 0.00 0.00 SEA 0.00 0.00 0.00 0.00 0.00 0.00 UPEND-3 26.03 0.08 -152.82 0.00 0.00 0.00 LS105 *J105 ~LS1 LIFT-1 97.46 -2.85 188.16 0.00 0.00 0.00 SEA 0.00 0.00 0.00 0.00 0.00 0.00 UPEND-3 81.79 -0.79 102.40 0.00 0.00 0.00 LS305 *J305 ~LS3 LIFT-1 -98.07 -3.85 306.32 0.00 0.00 0.00 SEA 0.00 0.00 0.00 0.00 0.00 0.00 UPEND-3 0.00 0.00 0.00 0.00 0.00 0.00 US401 *J401 ~USL LIFT-1 0.00 0.00 0.00 0.00 0.00 0.00 SEA 0.00 0.00 0.00 0.00 0.00 0.00 UPEND-3 23.37 11.69 69.72 0.00 0.00 0.00 US403 *J403 ~USL LIFT-1 0.00 0.00 0.00 0.00 0.00 0.00 SEA 0.00 0.00 0.00 0.00 0.00 0.00 UPEND-3 25.90 -12.96 77.26 0.00 0.00 0.00 US405 *J405 ~USL LIFT-1 0.00 0.00 0.00 0.00 0.00 0.00 SEA 0.00 0.00 0.00 0.00 0.00 0.00 UPEND-3 0.00 0.00 0.00 0.00 0.00 0.00 Page 17 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ 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 1 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ API Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- No Data Between These Limits ---------------------------- Page 18 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ 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 Between 0 And 1 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ API Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- JCBR|001 *J107 *J109 ~JCBR LIFT-1 21.0 21.0 100.00 -1.03 -0.63 -3.48 -0.09 -0.04 0.18 Eq 3.3.1-3 1.173 1.173 20.54 27.00 27.00 14.40 14.40 JCBR|002 *J109 *J123 ~JCBR LIFT-1 66.0 66.0 100.00 -0.95 -0.06 8.68 0.40 0.01 0.38 Eq 3.3.1-3 1.144 1.144 16.84 27.00 27.00 14.40 14.40 JCBR|003 *J120 *J107 ~JCBR LIFT-1 54.8 54.8 0.00 -0.85 -0.20 9.55 -0.49 0.01 0.40 Eq 3.3.1-3 1.156 1.156 17.92 27.00 27.00 14.40 14.40 JCBR|004 *J121 *J107 ~JCBR LIFT-1 38.2 38.2 100.00 0.10 -0.45 5.30 0.36 -0.03 0.20 Eq 3.3.1-3 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JCBR|005 *J122 *J109 ~JCBR SEA 38.2 38.2 100.00 -0.24 -2.33 -2.67 -0.18 -0.11 0.15 Hyd. Tension 1.174 1.174 19.33 27.00 27.00 14.40 14.40 0.14Eq 3.3.1-3 JCBR|006 *J207 *J209 ~JCBR LIFT-1 17.6 17.6 100.00 -1.50 0.18 -4.18 -0.23 -0.00 0.23 Eq 3.3.1-3 1.173 1.173 20.74 27.00 27.00 14.40 14.40 JCBR|007 *J209 *J223 ~JCBR LIFT-1 47.3 47.3 100.00 -1.26 0.19 10.33 0.61 -0.01 0.45 Eq 3.3.1-3 1.154 1.154 18.58 27.00 27.00 14.40 14.40 JCBR|008 *J220 *J207 ~JCBR LIFT-1 39.5 39.5 0.01 -1.24 0.25 8.49 -0.57 -0.00 0.38 Eq 3.3.1-3 1.161 1.161 19.23 27.00 27.00 14.40 14.40 JCBR|009 *J221 *J207 ~JCBR SEA 25.0 25.0 0.01 -0.06 0.19 -5.52 0.59 0.01 0.25 Hyd. Tension 1.176 1.176 20.28 27.00 27.00 14.40 14.40 0.21Eq 3.3.1-3 JCBR|010 *J222 *J209 ~JCBR LIFT-1 25.0 25.0 100.00 -0.28 1.69 -4.68 -0.48 0.11 0.20 Eq 3.3.1-3 1.175 1.175 20.28 27.00 27.00 14.40 14.40 JCBR|011 *J307 *J309 ~JCBR LIFT-1 17.6 17.6 100.00 -1.31 0.03 -3.34 -0.29 -0.01 0.19 Eq 3.3.1-3 1.173 1.173 20.74 27.00 27.00 14.40 14.40 JCBR|012 *J309 *J323 ~JCBR LIFT-1 35.9 35.9 100.00 -1.14 -0.26 6.16 0.48 -0.03 0.29 Eq 3.3.1-3 1.165 1.165 19.51 27.00 27.00 14.40 14.40 JCBR|013 *J320 *J307 ~JCBR LIFT-1 28.0 28.0 0.01 -0.95 -0.06 5.42 -0.51 0.01 0.25 Eq 3.3.1-3 1.171 1.171 20.08 27.00 27.00 14.40 14.40 JCBR|014 *J321 *J307 ~JCBR SEA 15.1 15.1 100.00 0.02 0.12 3.64 0.62 -0.00 0.17 Hyd. Tension 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0.14Eq 3.3.1-3 JCBR|015 *J322 *J309 ~JCBR LIFT-1 15.1 15.1 100.00 -0.15 1.11 -2.38 -0.35 0.09 0.10 Eq 3.3.1-3 1.176 1.176 20.89 27.00 27.00 14.40 14.40 JCBR|016 *J407 *J409 ~JCBR UPEND-3 21.0 21.0 100.00 -0.15 -1.60 -0.62 -0.05 -0.10 0.07 Eq 3.3.1-3 1.176 1.176 20.54 27.00 27.00 14.40 14.40 JCBR|017 *J409 *J423 ~JCBR UPEND-3 30.6 30.6 0.01 -0.10 -2.66 -0.62 0.03 0.21 0.12 Hyd. Tension 1.176 1.176 19.90 27.00 27.00 14.40 14.40 0.11Eq 3.3.1-3 JCBR|018 *J420 *J407 ~JCBR LIFT-1 19.4 19.4 0.01 -0.70 -0.25 1.29 -0.19 0.02 0.08 Eq 3.3.1-3 1.174 1.174 20.64 27.00 27.00 14.40 14.40 JCBR|019 *J421 *J407 ~JCBR SEA 7.6 7.6 100.00 -0.01 0.11 0.75 0.26 -0.01 0.04 Hyd. Tension 1.176 1.176 21.27 27.00 27.00 14.40 14.40 0.03Eq 3.3.1-3 JCBR|020 *J422 *J409 ~JCBR LIFT-1 7.6 7.6 100.00 -0.07 1.23 -1.01 -0.33 0.16 0.06 Eq 3.3.1-3 1.176 1.176 21.27 27.00 27.00 14.40 14.40 JCN3|021 *J109 *J209 ~JCN3 SEA 74.8 74.8 100.00 -0.04 2.01 -0.27 -0.02 0.26 0.08 Eq 3.3.1-3 1.175 1.175 15.93 27.00 27.00 14.40 14.40 JCN3|022 *J209 *J309 ~JCN3 SEA 56.8 56.8 0.00 -0.03 1.61 -0.14 0.01 -0.18 0.07 Hyd. Tension 1.176 1.176 17.73 27.00 27.00 14.40 14.40 0.06Eq 3.3.1-3 JCN3|023 *J309 *J409 ~JCN3 SEA 41.1 41.1 0.00 -0.03 1.15 0.15 -0.02 -0.14 0.05 Hyd. Tension 1.176 1.176 19.10 27.00 27.00 14.40 14.40 0.04Eq 3.3.1-3 JH1A|024 *J103 *J123 ~JH1A LIFT-1 27.1 27.1 0.01 0.80 1.45 7.79 -0.58 -0.02 0.33 Eq 3.3.1-3 Page 19 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ 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 Between 0 And 1 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ API Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- JH1A|024 *J103 *J123 ~JH1A LIFT-1 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JH1B|025 *J123 *J105 ~JH1B LIFT-1 89.2 89.2 100.00 1.38 -2.13 -0.82 -0.10 -0.06 0.15 Eq 3.3.1-3 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JH1C|026 *J203 *J223 ~JH1C LIFT-1 19.5 19.5 0.01 -1.05 -1.03 6.97 -0.74 0.04 0.31 Eq 3.3.1-3 1.173 1.173 20.63 27.00 27.00 14.40 14.40 JH1D|027 *J223 *J205 ~JH1D SEA 76.5 76.5 100.00 -0.68 0.80 -2.05 -0.12 0.01 0.13 Eq 3.3.1-3 1.145 1.145 15.74 27.00 27.00 14.40 14.40 JH1E|028 *J303 *J323 ~JH1E LIFT-1 12.5 12.5 0.01 0.66 -0.38 6.39 -1.09 0.04 0.27 Eq 3.3.1-3 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JH1F|029 *J323 *J305 ~JH1F SEA 66.2 66.2 100.00 1.66 -0.10 -1.14 -0.09 -0.01 0.13 Hyd. Tension 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0.12Eq 3.3.1-3 JH1G|030 *J403 *J423 ~JH1G LIFT-1 5.6 5.6 0.03 -0.59 -0.18 1.74 -0.67 0.04 0.09 Eq 3.3.1-3 1.176 1.176 21.37 27.00 27.00 14.40 14.40 JH1H|031 *J423 *J405 ~JH1H UPEND-3 52.8 52.8 100.00 -0.30 1.50 -0.39 -0.05 0.11 0.07 Eq 3.3.1-3 1.170 1.170 18.11 27.00 27.00 14.40 14.40 JH2A|032 *J105 *J120 ~JH2A LIFT-1 89.2 89.2 0.00 2.17 -2.23 -1.91 0.13 0.07 0.21 Eq 3.3.1-3 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JH2B|033 *J120 *J101 ~JH2B LIFT-1 27.1 27.1 100.00 1.60 1.48 6.35 0.49 0.02 0.32 Eq 3.3.1-3 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JH2C|034 *J205 *J220 ~JH2C LIFT-1 76.5 76.5 0.00 1.85 1.04 -0.27 0.08 -0.02 0.13 Eq 3.3.1-3 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JH2D|035 *J220 *J201 ~JH2D LIFT-1 19.5 19.5 100.00 0.87 -1.21 6.94 0.71 -0.04 0.30 Eq 3.3.1-3 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JH2E|036 *J305 *J320 ~JH2E LIFT-1 66.2 66.2 0.00 5.66 -0.16 -1.18 0.10 0.01 0.31 Eq 3.3.1-3 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JH2F|037 *J320 *J301 ~JH2F LIFT-1 12.5 12.5 100.00 3.27 -0.15 4.71 0.86 -0.02 0.33 Eq 3.3.1-3 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JH2G|038 *J405 *J420 ~JH2G UPEND-3 52.8 52.8 0.00 -2.49 1.62 -0.32 0.05 -0.11 0.20 Eq 3.3.1-3 1.122 1.122 18.11 27.00 27.00 14.40 14.40 JH2H|039 *J420 *J401 ~JH2H UPEND-3 5.6 5.6 0.03 -1.76 -0.36 -0.06 -0.01 0.05 0.10 Eq 3.3.1-3 1.176 1.176 21.37 27.00 27.00 14.40 14.40 JHAA|040 *J101 *J121 ~JHAA LIFT-1 48.0 48.0 0.00 -0.20 0.55 4.61 -0.35 -0.02 0.18 Eq 3.3.1-3 1.173 1.173 18.53 27.00 27.00 14.40 14.40 JHAB|041 *J121 *J122 ~JHAB SEA 13.2 13.2 100.00 -0.24 -0.72 -3.00 -0.14 -0.03 0.13 Hyd. Tension 1.176 1.176 20.99 27.00 27.00 14.40 14.40 0.13Eq 3.3.1-3 JHAC|042 *J122 *J103 ~JHAC SEA 55.0 55.0 100.00 -0.27 0.67 4.44 0.24 0.03 0.20 Hyd. Tension 1.170 1.170 17.90 27.00 27.00 14.40 14.40 0.18Eq 3.3.1-3 JHAD|043 *J201 *J221 ~JHAD SEA 37.1 37.1 0.00 -0.38 -0.66 4.68 -0.33 0.04 0.20 Hyd. Tension 1.172 1.172 19.42 27.00 27.00 14.40 14.40 0.19Eq 3.3.1-3 JHAE|044 *J221 *J222 ~JHAE SEA 14.7 14.7 100.00 -0.21 0.64 -3.15 -0.20 0.03 0.14 Hyd. Tension 1.176 1.176 20.90 27.00 27.00 14.40 14.40 0.13Eq 3.3.1-3 JHAF|045 *J222 *J203 ~JHAF LIFT-1 45.0 45.0 100.00 -0.16 -0.80 5.66 0.42 -0.06 0.22 Eq 3.3.1-3 1.174 1.174 18.78 27.00 27.00 14.40 14.40 JHAG|046 *J301 *J321 ~JHAG SEA 26.3 26.3 0.01 -0.30 -0.54 2.67 -0.26 0.04 0.12 Eq 3.3.1-3 1.175 1.175 20.20 27.00 27.00 14.40 14.40 JHAH|047 *J321 *J322 ~JHAH SEA 16.7 16.7 100.00 0.13 0.49 -1.66 -0.12 0.02 0.08 Hyd. Tension 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0.07Eq 3.3.1-3 Page 20 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ 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 Between 0 And 1 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ API Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- JHAI|048 *J322 *J303 ~JHAI SEA 35.0 35.0 100.00 -0.16 -0.81 3.30 0.27 -0.06 0.15 Hyd. Tension 1.175 1.175 19.58 27.00 27.00 14.40 14.40 0.13Eq 3.3.1-3 JHAJ|049 *J401 *J421 ~JHAJ UPEND-3 17.4 17.4 0.01 0.75 1.30 0.49 -0.09 -0.11 0.10 Hyd. Tension 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0.09Eq 3.3.1-3 JHAK|050 *J421 *J422 ~JHAK UPEND-3 16.4 16.4 100.00 0.86 -1.66 -0.67 -0.07 -0.11 0.12 Hyd. Tension 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0.11Eq 3.3.1-3 JHAL|051 *J422 *J403 ~JHAL UPEND-3 26.2 26.2 100.00 0.83 2.25 0.51 0.07 0.22 0.14 Hyd. Tension 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0.12Eq 3.3.1-3 JLG2|052 *J101 *J201 ~JLG2 SEA 37.2 37.2 9.82 0.48 0.84 -1.71 -0.08 0.05 0.14 Hyd. Tension 1.000 1.000 21.60 23.54 23.54 14.40 14.40 0.10Eq 3.3.1-3 JLG2|053 *J103 *J203 ~JLG2 SEA 37.2 37.2 92.59 -0.08 -0.33 -0.28 -0.19 -0.11 0.13 Hyd. Compressio 1.176 1.176 18.11 23.54 23.54 14.40 14.40 0.02Eq 3.3.1-3 JLG2|054 *J105 *J205 ~JLG2 LIFT-1 37.2 37.2 51.20 -1.93 -1.98 -0.13 0.00 0.05 0.19 Eq 3.3.1-3 1.155 1.155 18.11 23.54 23.54 14.40 14.40 JLG3|055 *J201 *J301 ~JLG3 SEA 28.3 28.3 92.05 0.49 -0.41 0.57 0.11 -0.08 0.13 Hyd. Compressio 1.000 1.000 21.60 23.54 23.54 14.40 14.40 0.05Eq 3.3.1-3 JLG3|056 *J203 *J303 ~JLG3 SEA 28.3 28.3 92.05 -0.36 -0.41 -0.52 -0.11 -0.08 0.13 Hyd. Compressio 1.174 1.174 18.68 23.54 23.54 14.40 14.40 0.05Eq 3.3.1-3 JLG3|057 *J205 *J305 ~JLG3 LIFT-1 28.3 28.3 92.05 -1.70 1.04 0.48 0.03 0.14 0.14 Eq 3.3.1-3 1.166 1.166 18.68 23.54 23.54 14.40 14.40 JLG4|058 *J301 *J401 ~JLG4 SEA 20.6 20.6 89.86 -0.06 0.07 -0.19 0.02 -0.02 0.11 Hyd. Compressio 1.176 1.176 19.12 23.54 23.54 14.40 14.40 0.01Eq 3.3.1-3 JLG4|059 *J303 *J403 ~JLG4 SEA 20.6 20.6 89.86 -0.46 -0.06 0.32 -0.02 -0.03 0.11 Hyd. Compressio 1.175 1.175 19.12 23.54 23.54 14.40 14.40 0.04Eq 3.3.1-3 JLG4|060 *J305 *J405 ~JLG4 LIFT-1 20.6 20.6 13.52 0.42 1.45 0.33 -0.02 -0.23 0.08 Eq 3.3.1-3 1.000 1.000 21.60 23.54 23.54 14.40 14.40 JLG5|061 *J401 *J501 ~JLG5 SEA 8.6 8.6 0.03 -0.00 -0.01 0.02 -0.02 0.01 0.00 Hyd. Compressio 1.176 1.176 21.23 27.00 27.00 14.40 14.40 0.00Shear JLG5|062 *J403 *J503 ~JLG5 SEA 8.6 8.6 0.03 -0.00 -0.01 -0.02 0.02 0.01 0.00 Hyd. Compressio 1.176 1.176 21.23 27.00 27.00 14.40 14.40 0.00Shear JLG5|063 *J405 *J505 ~JLG5 LIFT-1 8.6 8.6 0.03 0.00 0.02 -0.00 0.00 -0.02 0.00 Shear 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JPL1|064 *J2 *J101 ~JPL1 SEA 3.7 3.7 100.00 -0.00 -0.03 0.05 0.03 -0.02 0.00 Hyd. Compressio 1.176 1.176 29.75 37.20 37.20 20.00 20.00 0.00Eq 3.3.1-3 JPL1|065 *J4 *J103 ~JPL1 SEA 3.7 3.7 100.00 -0.00 -0.03 -0.05 -0.03 -0.02 0.00 Hyd. Compressio 1.176 1.176 29.75 37.20 37.20 20.00 20.00 0.00Eq 3.3.1-3 JPL1|066 *J6 *J105 ~JPL1 SEA 3.7 3.7 100.00 -0.00 0.05 -0.01 -0.00 0.04 0.00 Shear 1.176 1.176 29.75 37.20 37.20 20.00 20.00 JVD1|067 *J201 *J103 ~JVD1 LIFT-1 72.1 72.1 50.00 0.02 0.32 -2.94 -0.01 -0.00 0.11 Eq 3.3.1-3 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JVD1|068 *J203 *J105 ~JVD1 SEA 72.1 72.1 50.00 0.85 -1.63 1.29 -0.01 -0.02 0.14 Hyd. Tension 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0.12Eq 3.3.1-3 JVD1|069 *J205 *J101 ~JVD1 LIFT-1 72.1 72.1 50.00 -0.85 1.71 1.76 0.02 0.02 0.14 Eq 3.3.1-3 1.142 1.142 16.22 27.00 27.00 14.40 14.40 JVD2|070 *J201 *J303 ~JVD2 LIFT-1 79.1 79.1 100.00 -0.03 -0.38 3.34 0.27 -0.03 0.13 Eq 3.3.1-3 1.175 1.175 15.45 27.00 27.00 14.40 14.40 JVD2|071 *J203 *J305 ~JVD2 SEA 79.1 79.1 100.00 1.63 -2.13 -2.24 -0.17 -0.17 0.22 Hyd. Tension Page 21 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ 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 Between 0 And 1 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ API Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- JVD2|071 *J203 *J305 ~JVD2 SEA 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0.19Eq 3.3.1-3 JVD2|072 *J205 *J301 ~JVD2 LIFT-1 79.1 79.1 0.00 -1.64 2.57 -1.23 0.12 -0.17 0.21 Eq 3.3.1-3 1.095 1.095 15.45 27.00 27.00 14.40 14.40 JVD3|073 *J401 *J303 ~JVD3 LIFT-1 66.3 66.3 100.00 0.10 -0.21 1.49 0.17 -0.02 0.06 Eq 3.3.1-3 1.000 1.000 21.60 27.00 27.00 14.40 14.40 JVD3|074 *J403 *J305 ~JVD3 UPEND-3 54.5 54.5 50.00 -2.31 -0.39 0.19 0.01 -0.01 0.14 Eq 3.3.1-3 1.123 1.123 17.95 27.00 27.00 14.40 14.40 JVD3|075 *J405 *J301 ~JVD3 UPEND-3 54.5 54.5 22.12 2.19 0.33 0.11 0.02 -0.01 0.12 Hyd. Tension 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0.11Eq 3.3.1-3 Page 22 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C H E C K +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Greater Than 1 /- Chord/Brace -/ Joint API Joint Left Right Load Case / Chord Stress/Brace For / Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Theta Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- No Data Between These Limits ---------------------------- Page 23 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C H E C K +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Between 0 And 1 /- Chord/Brace -/ Joint API Joint Left Right Load Case / Chord Stress/Brace For / Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Theta Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J101 *J201 *J2 48.000 1.500 50.0 LIFT-1 0.2 0.2 0.4 *J120 20.000 0.750 36.0 82.69 72.6 -17.7 113.0 0.54 0.46 0.00 1026.3 1006.5 561.9 0.20 *J101 *J201 *J2 48.000 1.500 50.0 SEA 0.2 0.2 0.4 *J205 30.000 1.000 36.0 36.68 -56.4 63.8 -64.9 1.00 0.00 0.00 2820.0 3383.8 1724.8 0.05 *J101 *J201 *J2 48.000 1.500 50.0 LIFT-1 0.2 0.2 0.4 *J121 20.000 0.750 36.0 82.69 -8.9 -15.6 79.8 0.00 1.00 0.00 754.9 1006.6 561.9 0.10 *J103 *J203 *J4 48.000 1.500 50.0 LIFT-1 -0.0 0.2 -0.4 *J123 20.000 0.750 36.0 82.69 36.3 -35.4 134.3 0.00 1.00 0.00 755.0 1006.6 561.9 0.20 *J103 *J203 *J4 48.000 1.500 50.0 LIFT-1 -0.0 0.2 -0.4 *J201 30.000 1.000 36.0 36.68 1.1 33.7 109.8 1.00 0.00 0.00 2820.1 3383.9 1724.8 0.04 *J103 *J203 *J4 48.000 1.500 50.0 SEA -0.0 -0.2 0.2 *J122 20.000 0.750 36.0 82.69 -12.3 -6.0 78.6 0.18 0.78 0.05 835.3 1006.7 561.9 0.10 *J105 *J205 *J6 48.000 1.500 50.0 LIFT-1 -0.6 -0.2 0.1 *J123 20.000 0.750 36.0 82.69 62.7 36.2 -17.1 0.00 0.74 0.26 754.9 1006.4 561.8 0.11 *J105 *J205 *J6 48.000 1.500 50.0 LIFT-1 -0.6 -0.2 0.1 *J203 30.000 1.000 36.0 36.68 74.0 -59.3 -58.6 0.00 0.74 0.26 1691.8 3383.2 1724.6 0.07 *J105 *J205 *J6 48.000 1.500 50.0 LIFT-1 -0.6 -0.2 0.1 *J120 20.000 0.750 36.0 82.69 98.4 41.4 -30.4 0.00 0.28 0.72 754.9 1006.4 561.8 0.17 *J107 *J109 *J120 12.750 0.625 36.0 LIFT-1 -0.8 -0.1 7.4 *J121 12.750 0.625 36.0 90.00 2.4 -30.4 2.6 0.00 1.00 0.00 178.6 148.9 128.0 0.15 *J109 *J107 *J123 12.750 0.625 36.0 SEA -0.6 -0.2 4.9 *J122 12.750 0.625 36.0 90.00 -5.8 -15.3 -13.4 0.00 1.00 0.00 182.3 153.7 129.9 0.12 *J120 *J105 *J101 20.000 0.750 36.0 LIFT-1 1.7 1.0 3.9 *J107 12.750 0.625 36.0 60.00 -20.1 -54.7 1.2 0.00 1.00 0.00 209.9 176.9 91.2 0.30 *J121 *J101 *J122 20.000 0.750 36.0 LIFT-1 -0.2 -0.4 3.6 *J107 12.750 0.625 36.0 90.00 1.3 27.5 -2.4 0.00 1.00 0.00 182.7 154.4 79.2 0.12 *J122 *J121 *J103 20.000 0.750 36.0 SEA -0.3 -0.7 3.9 *J109 12.750 0.625 36.0 90.00 -7.0 -15.4 -4.9 0.00 0.99 0.01 181.8 153.8 79.1 0.11 *J123 *J103 *J105 20.000 0.750 36.0 LIFT-1 0.9 0.9 4.4 *J109 12.750 0.625 36.0 60.00 -22.6 -49.8 0.3 0.00 1.00 0.00 209.6 176.6 91.1 0.29 *J201 *J101 *J301 48.000 1.500 50.0 LIFT-1 0.2 -0.3 -0.6 *J220 18.000 1.000 36.0 82.69 46.2 -30.8 -122.4 0.00 1.00 0.00 702.0 842.3 482.3 0.23 *J201 *J101 *J301 48.000 1.500 50.0 LIFT-1 0.2 -0.3 -0.6 *J303 22.000 0.750 36.0 36.52 -1.5 2.7 -58.1 0.13 0.87 0.00 1459.9 1973.9 1077.5 0.04 *J201 *J101 *J301 48.000 1.500 50.0 SEA 0.2 -0.3 -0.6 *J221 18.000 0.750 36.0 82.69 -15.3 -4.3 -66.2 0.18 0.80 0.02 780.6 842.3 482.3 0.11 *J201 *J101 *J301 48.000 1.500 50.0 LIFT-1 0.2 -0.3 -0.6 *J103 30.000 1.000 36.0 51.30 1.2 6.1 -128.8 1.00 0.00 0.00 2158.2 2589.6 1320.1 0.06 *J203 *J103 *J303 48.000 1.500 50.0 LIFT-1 -0.1 -0.2 0.6 *J223 18.000 1.000 36.0 82.69 -56.2 -9.2 -126.0 1.00 0.00 0.00 1170.1 842.3 482.3 0.22 *J203 *J103 *J303 48.000 1.500 50.0 SEA -0.1 -0.2 0.5 *J105 30.000 1.000 36.0 51.30 50.4 102.3 66.4 0.60 0.39 0.00 1817.1 2590.0 1320.2 0.07 *J203 *J103 *J303 48.000 1.500 50.0 LIFT-1 -0.1 -0.2 0.6 *J305 22.000 0.750 36.0 36.53 87.2 -55.9 20.2 0.58 0.42 0.00 1862.5 1973.8 1077.5 0.07 *J203 *J103 *J303 48.000 1.500 50.0 LIFT-1 -0.1 -0.2 0.6 *J222 18.000 0.750 36.0 82.69 -6.5 -17.1 -78.3 0.00 1.00 0.00 702.0 842.3 482.3 0.11 *J205 *J105 *J305 48.000 1.500 50.0 SEA -0.5 0.6 0.1 Page 24 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C H E C K +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Between 0 And 1 /- Chord/Brace -/ Joint API Joint Left Right Load Case / Chord Stress/Brace For / Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Theta Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J223 18.000 0.750 36.0 82.69 -27.8 13.3 27.9 0.00 1.00 0.00 702.0 842.2 482.3 0.08 *J205 *J105 *J305 48.000 1.500 50.0 LIFT-1 -0.5 0.5 0.1 *J101 30.000 1.000 36.0 51.30 -52.7 -119.2 84.9 0.83 0.17 0.00 2008.2 2589.4 1320.0 0.08 *J205 *J105 *J305 48.000 1.500 50.0 LIFT-1 -0.5 0.5 0.1 *J220 18.000 0.750 36.0 82.69 75.1 14.3 4.8 1.00 0.00 0.00 1170.0 842.3 482.3 0.08 *J205 *J105 *J305 48.000 1.500 50.0 LIFT-1 -0.5 0.5 0.1 *J301 22.000 0.750 36.0 36.53 -82.3 52.0 32.0 0.83 0.17 0.00 2087.3 1973.7 1077.4 0.06 *J207 *J209 *J220 12.750 0.625 36.0 LIFT-1 -1.2 0.1 6.7 *J221 12.750 0.625 36.0 90.00 2.3 -29.9 -1.3 0.00 1.00 0.00 179.6 150.3 128.5 0.14 *J209 *J109 *J309 30.000 0.750 36.0 LIFT-1 -0.1 2.0 -0.0 *J207 12.750 0.625 36.0 90.00 -35.8 1.1 24.0 0.00 0.16 0.84 110.6 115.3 64.3 0.57 *J209 *J109 *J309 30.000 0.750 36.0 LIFT-1 -0.1 2.0 -0.0 *J223 12.750 0.625 36.0 90.00 -30.1 1.6 51.2 0.00 0.00 1.00 105.8 115.3 64.3 0.87 *J209 *J109 *J309 30.000 0.750 36.0 LIFT-1 -0.1 2.0 -0.0 *J222 12.750 0.625 36.0 90.00 -6.7 9.7 26.8 0.00 1.00 0.00 136.0 115.3 64.3 0.33 *J220 *J205 *J201 18.000 1.000 36.0 LIFT-1 0.9 -0.6 3.7 *J207 12.750 0.625 36.0 60.00 -29.6 -48.7 -1.4 0.00 1.00 0.00 408.7 345.9 178.4 0.16 *J221 *J201 *J222 18.000 0.750 36.0 SEA -0.4 0.4 3.6 *J207 12.750 0.625 36.0 90.00 -1.5 31.6 -1.1 0.00 0.94 0.06 195.9 168.1 86.8 0.13 *J222 *J221 *J203 18.000 0.750 36.0 LIFT-1 -0.2 0.8 5.1 *J209 12.750 0.625 36.0 90.00 -7.5 -24.8 1.8 0.00 1.00 0.00 196.6 165.3 86.2 0.13 *J223 *J203 *J205 18.000 1.000 36.0 LIFT-1 -1.0 -0.5 4.2 *J209 12.750 0.625 36.0 60.00 -30.1 -59.2 -1.1 0.00 1.00 0.00 407.8 344.8 178.1 0.18 *J301 *J201 *J401 47.500 1.250 50.0 LIFT-1 -0.0 -0.3 -0.6 *J320 16.000 0.750 36.0 82.69 117.4 -5.4 -51.1 0.81 0.19 0.00 689.9 484.2 284.5 0.29 *J301 *J201 *J401 47.500 1.250 50.0 LIFT-1 -0.0 -0.3 -0.6 *J205 22.000 0.750 36.0 51.14 -91.1 37.1 22.9 1.00 0.00 0.00 1180.5 1055.6 574.8 0.11 *J301 *J201 *J401 47.500 1.250 50.0 UPEND-3 0.3 0.1 -0.1 *J405 20.000 0.750 36.0 37.75 62.7 -6.8 2.0 0.84 0.16 0.00 1313.4 1141.0 635.3 0.05 *J301 *J201 *J401 47.500 1.250 50.0 SEA -0.0 -0.3 -0.5 *J321 16.000 0.500 36.0 82.69 -7.2 -2.6 -20.6 0.00 0.95 0.05 449.6 484.2 284.5 0.06 *J303 *J203 *J403 47.500 1.250 50.0 LIFT-1 -0.2 -0.2 0.4 *J323 16.000 0.750 36.0 82.69 23.5 1.1 -69.8 0.00 1.00 0.00 454.0 484.2 284.5 0.21 *J303 *J203 *J403 47.500 1.250 50.0 LIFT-1 -0.2 -0.2 0.4 *J401 20.000 0.750 36.0 37.75 4.7 -6.3 -25.6 0.17 0.83 0.00 947.9 1140.8 635.2 0.03 *J303 *J203 *J403 47.500 1.250 50.0 SEA -0.2 -0.2 0.4 *J322 16.000 0.500 36.0 82.69 -3.9 -8.0 -24.6 0.37 0.59 0.04 557.4 484.2 284.5 0.06 *J303 *J203 *J403 47.500 1.250 50.0 LIFT-1 -0.2 -0.2 0.4 *J201 22.000 0.750 36.0 51.14 -1.6 -15.7 -70.4 1.00 0.00 0.00 1180.6 1055.7 574.8 0.08 *J305 *J205 *J405 47.500 1.250 50.0 LIFT-1 -0.7 0.6 -0.2 *J323 16.000 0.500 36.0 82.69 46.1 0.3 8.1 0.00 0.44 0.56 453.8 484.0 284.5 0.12 *J305 *J205 *J405 47.500 1.250 50.0 LIFT-1 -0.7 0.6 -0.2 *J403 20.000 0.750 36.0 37.75 55.4 22.5 16.2 0.00 0.44 0.56 855.4 1140.2 635.1 0.09 *J305 *J205 *J405 47.500 1.250 50.0 LIFT-1 -0.7 0.6 -0.2 *J203 22.000 0.750 36.0 51.14 94.1 -38.3 53.0 0.00 0.44 0.56 719.6 1055.2 574.7 0.19 *J305 *J205 *J405 47.500 1.250 50.0 LIFT-1 -0.7 0.6 -0.2 *J320 16.000 0.500 36.0 82.69 137.8 -1.9 8.9 0.00 0.90 0.10 453.8 484.0 284.5 0.32 Page 25 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C H E C K +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Between 0 And 1 /- Chord/Brace -/ Joint API Joint Left Right Load Case / Chord Stress/Brace For / Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Theta Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J307 *J309 *J320 12.750 0.625 36.0 LIFT-1 -1.0 0.0 4.4 *J321 12.750 0.625 36.0 90.00 1.2 -25.1 -0.6 0.00 1.00 0.00 182.8 154.3 130.1 0.11 *J309 *J209 *J409 30.000 0.750 36.0 LIFT-1 -0.0 1.5 0.1 *J307 12.750 0.625 36.0 90.00 -31.2 0.2 19.2 0.00 0.13 0.87 109.9 115.7 64.4 0.48 *J309 *J209 *J409 30.000 0.750 36.0 LIFT-1 -0.0 1.5 0.1 *J323 12.750 0.625 36.0 90.00 -27.2 3.1 31.5 0.00 0.00 1.00 106.0 115.7 64.4 0.58 *J309 *J209 *J409 30.000 0.750 36.0 LIFT-1 -0.0 1.5 0.1 *J322 12.750 0.625 36.0 90.00 -3.6 6.3 13.7 0.00 1.00 0.00 136.3 115.7 64.4 0.17 *J320 *J305 *J301 16.000 0.750 36.0 LIFT-1 3.3 -0.0 3.3 *J307 12.750 0.625 36.0 60.00 -22.7 -31.1 0.3 0.00 1.00 0.00 251.2 211.9 116.3 0.18 *J321 *J301 *J322 16.000 0.750 36.0 LIFT-1 0.0 0.2 2.0 *J307 12.750 0.625 36.0 90.00 0.8 20.8 -1.1 0.00 1.00 0.00 220.2 186.9 101.6 0.07 *J322 *J321 *J303 16.000 0.750 36.0 SEA -0.1 0.5 2.7 *J309 12.750 0.625 36.0 90.00 -5.5 -9.1 -0.5 0.00 0.98 0.02 219.1 186.3 101.4 0.06 *J323 *J303 *J305 16.000 0.750 36.0 LIFT-1 0.7 -0.1 3.8 *J309 12.750 0.625 36.0 60.00 -27.2 -35.3 1.5 0.00 1.00 0.00 252.5 213.5 116.7 0.21 *J401 *J301 *J501 47.500 1.250 36.0 UPEND-3 0.1 0.1 -0.1 *J420 16.000 0.750 36.0 82.69 -63.5 -1.7 1.2 0.00 0.80 0.20 313.4 348.7 204.9 0.21 *J401 *J301 *J501 47.500 1.250 36.0 LIFT-1 -0.0 0.0 0.2 *J303 20.000 0.750 36.0 52.37 4.8 0.5 -20.4 0.00 1.00 0.00 476.3 635.1 353.6 0.05 *J401 *J301 *J501 47.500 1.250 36.0 UPEND-3 0.1 0.1 -0.1 *J421 16.000 0.500 36.0 82.69 18.2 10.2 -3.0 0.00 0.25 0.75 326.9 348.7 204.9 0.08 *J403 *J303 *J503 47.500 1.250 36.0 LIFT-1 -0.2 -0.0 -0.1 *J423 16.000 0.750 36.0 82.69 -21.3 -0.5 -19.0 1.00 0.00 0.00 536.1 348.7 204.9 0.10 *J403 *J303 *J503 47.500 1.250 36.0 UPEND-3 0.3 0.2 0.1 *J305 20.000 0.750 36.0 52.37 -71.7 -2.5 1.8 0.00 0.50 0.50 423.8 634.9 353.6 0.17 *J403 *J303 *J503 47.500 1.250 36.0 UPEND-3 0.3 0.2 0.1 *J422 16.000 0.500 36.0 82.69 20.2 16.8 -5.1 0.00 0.00 1.00 326.9 348.6 204.9 0.10 *J405 *J305 *J505 47.500 1.250 36.0 UPEND-3 -0.3 0.1 -0.0 *J423 16.000 0.500 36.0 82.69 -7.3 11.6 2.1 0.00 1.00 0.00 326.9 348.7 204.9 0.04 *J405 *J305 *J505 47.500 1.250 36.0 UPEND-3 -0.3 0.1 -0.0 *J420 16.000 0.500 36.0 82.69 -60.6 12.1 3.3 0.90 0.10 0.00 515.6 348.7 204.9 0.14 *J405 *J305 *J505 47.500 1.250 36.0 UPEND-3 -0.3 0.1 -0.0 *J301 20.000 0.750 36.0 52.37 68.4 2.3 6.8 1.00 0.00 0.00 781.1 635.0 353.6 0.10 *J407 *J409 *J420 12.750 0.625 36.0 LIFT-1 -0.7 0.0 1.1 *J421 12.750 0.625 36.0 90.00 0.9 -5.0 -0.6 0.00 1.00 0.00 185.1 157.2 131.3 0.03 *J409 *J407 *J423 12.750 0.625 36.0 SEA -0.4 0.8 1.4 *J422 12.750 0.625 36.0 90.00 -2.8 -3.6 6.8 0.00 0.97 0.03 186.9 157.1 131.2 0.05 *J420 *J405 *J401 16.000 0.750 36.0 LIFT-1 0.3 0.3 0.7 *J407 12.750 0.625 36.0 60.00 -16.6 -7.4 1.4 0.00 1.00 0.00 254.9 216.6 117.5 0.09 *J421 *J401 *J422 16.000 0.500 36.0 UPEND-3 0.7 -0.1 0.7 *J407 12.750 0.625 36.0 90.00 -0.7 4.2 0.8 0.00 0.99 0.01 98.1 83.4 45.2 0.04 *J422 *J421 *J403 16.000 0.500 36.0 SEA -0.2 0.9 1.4 *J409 12.750 0.625 36.0 90.00 -3.0 -3.5 -2.0 0.00 0.97 0.03 97.4 83.1 45.1 0.07 *J423 *J403 *J405 16.000 0.750 36.0 LIFT-1 -0.6 -0.0 1.1 *J409 12.750 0.625 36.0 59.99 -16.0 -10.4 3.4 0.00 1.00 0.00 254.8 216.5 117.5 0.10 Page 26 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * Two Block Upend Analysis * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== CATEGORY SUMMARY FOR SELECTED PARTS . . . . . . . . . 1 TIP-HOOK PROPERTIES . . . . . . . . . . . . . . . . . 3 CONNECTOR FORCES . . . . . . . . . . . . . . . . . . . 4 LOCATION OF THE ORIGIN . . . . . . . . . . . . . . . . 5 CONNECTOR FORCES . . . . . . . . . . . . . . . . . . . 6 CONNECTOR FORCE MAGNITUDES . . . . . . . . . . . . . . 7 MOTION RESPONSE OPERATORS . . . . . . . . . . . . . . 8 CONSTRAINT FORCE RESPONSE OPERATORS . . . . . . . . . 9 CONSTRAINT FORCE STATISTICS . . . . . . . . . . . . . 10 LOCATION OF THE ORIGIN . . . . . . . . . . . . . . . . 11 CONNECTOR FORCES . . . . . . . . . . . . . . . . . . . 12 CONNECTOR FORCE MAGNITUDES . . . . . . . . . . . . . . 15 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 16 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 17 STANDARD WS JOINT CHECK . . . . . . . . . . . . . . . 22 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 26