Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *B1_1 STILL 0.031 0.002 -0.001 0.000 -0.025 0.072 *B1_E STILL 0.033 0.002 -0.001 0.000 -0.025 0.072 *B1_S STILL 0.029 0.002 -0.001 0.001 -0.025 0.072 *B2_1 STILL 2.221 -2.710 -0.268 -0.247 -0.088 0.065 *B2_2 STILL 2.254 -2.812 -0.280 -0.252 -0.090 0.066 *B2_3 STILL 2.270 -2.864 -0.287 -0.257 -0.093 0.066 *B2_E STILL 2.266 -2.858 -0.288 -0.263 -0.096 0.066 *B2_S STILL 2.177 -2.575 -0.254 -0.242 -0.087 0.065 *B3_1 STILL 2.059 -2.314 -0.018 -0.329 -0.191 0.065 *B3_2 STILL 2.036 -2.293 -0.069 -0.332 -0.198 0.065 *B3_3 STILL 2.007 -2.280 -0.173 -0.334 -0.207 0.065 *B3_4 STILL 1.975 -2.276 -0.321 -0.335 -0.216 0.064 *B3_E STILL 1.944 -2.282 -0.502 -0.335 -0.225 0.064 *B3_S STILL 2.075 -2.342 -0.024 -0.326 -0.184 0.065 *B4_1 STILL 1.116 -2.584 -5.907 -0.220 -0.451 0.057 *B4_2 STILL 1.083 -2.576 -5.966 -0.218 -0.461 0.056 *B4_3 STILL 1.055 -2.556 -5.899 -0.216 -0.469 0.056 *B4_E STILL 1.036 -2.527 -5.715 -0.214 -0.476 0.055 *B4_S STILL 1.151 -2.578 -5.735 -0.224 -0.442 0.057 *CLAMP STILL -0.000 0.000 -0.000 0.002 -0.025 0.072 *EOP STILL 0.000 0.000 -0.000 -0.327 -0.146 0.013 *PNT1 STILL 0.764 -1.808 -0.086 -0.273 -0.303 0.043 *PNT2 STILL 0.528 -1.207 -0.005 -0.354 -0.069 0.032 *PNT3 STILL 0.348 -0.766 -0.041 -0.334 -0.127 0.024 *PNT4 STILL 0.209 -0.444 -0.031 -0.338 -0.115 0.017 *PNT5 STILL 0.098 -0.202 -0.039 -0.339 -0.110 0.014 *SC1 STILL 0.056 0.000 -0.001 -0.002 -0.025 0.071 *SC2 STILL 0.251 -0.002 -0.003 0.000 -0.028 0.071 *SC3 STILL 0.565 -0.005 -0.000 0.000 -0.038 0.070 *SC4 STILL 0.721 0.011 0.004 0.010 -0.043 0.070 *SC5 STILL 1.143 -0.013 0.009 -0.050 -0.057 0.068 *VALVE STILL -0.025 -0.002 -0.000 0.002 -0.025 0.072 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D S T A N D A R D +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with FX Greater Than 0 /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIX|0032 *CLAMP ~FIX STILL 0.01 -0.43 8.23 0.00 0.00 0.00 FIX|0033 *EOP ~FIX STILL -0.01 -0.01 0.38 0.00 0.00 0.00 SLID|034 *SC1 ~SLIDE STILL 0.00 -0.02 0.07 0.00 0.00 0.00 SLID|035 *SC2 ~SLIDE STILL 0.00 0.09 0.16 0.00 0.00 0.00 SLID|036 *SC3 ~SLIDE STILL 0.00 0.26 0.01 0.00 0.00 0.00 SLID|037 *SC4 ~SLIDE STILL 0.00 -0.62 -0.22 0.00 0.00 0.00 SLID|038 *SC5 ~SLIDE STILL 0.00 0.73 -0.51 0.00 0.00 0.00 SOIL|039 *B3_S ~SOIL STILL 0.00 0.00 0.66 0.00 0.00 0.00 SOIL|040 *PNT1 ~SOIL STILL 0.00 0.00 2.40 0.00 0.00 0.00 SOIL|041 *PNT2 ~SOIL STILL 0.00 0.00 0.13 0.00 0.00 0.00 SOIL|042 *PNT3 ~SOIL STILL 0.00 0.00 1.16 0.00 0.00 0.00 SOIL|043 *PNT4 ~SOIL STILL 0.00 0.00 0.88 0.00 0.00 0.00 SOIL|044 *PNT5 ~SOIL STILL 0.00 0.00 1.08 0.00 0.00 0.00 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T E N V E L O P E S T A N D A R D +++ ============================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class X Y Z X Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIX|0032 *CLAMP ~FIX 0.01 -0.43 8.23 0.00 0.00 0.00 0.01 -0.43 8.23 0.00 0.00 0.00 FIX|0033 *EOP ~FIX -0.01 -0.01 0.38 0.00 0.00 0.00 -0.01 -0.01 0.38 0.00 0.00 0.00 SLID|034 *SC1 ~SLIDE 0.00 -0.02 0.07 0.00 0.00 0.00 0.00 -0.02 0.07 0.00 0.00 0.00 SLID|035 *SC2 ~SLIDE 0.00 0.09 0.16 0.00 0.00 0.00 0.00 0.09 0.16 0.00 0.00 0.00 SLID|036 *SC3 ~SLIDE 0.00 0.26 0.01 0.00 0.00 0.00 0.00 0.26 0.01 0.00 0.00 0.00 SLID|037 *SC4 ~SLIDE 0.00 -0.62 -0.22 0.00 0.00 0.00 0.00 -0.62 -0.22 0.00 0.00 0.00 SLID|038 *SC5 ~SLIDE 0.00 0.73 -0.51 0.00 0.00 0.00 0.00 0.73 -0.51 0.00 0.00 0.00 SOIL|039 *B3_S ~SOIL 0.00 0.00 0.66 0.00 0.00 0.00 0.00 0.00 0.66 0.00 0.00 0.00 SOIL|040 *PNT1 ~SOIL 0.00 0.00 2.40 0.00 0.00 0.00 0.00 0.00 2.40 0.00 0.00 0.00 SOIL|041 *PNT2 ~SOIL 0.00 0.00 0.13 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00 SOIL|042 *PNT3 ~SOIL 0.00 0.00 1.16 0.00 0.00 0.00 0.00 0.00 1.16 0.00 0.00 0.00 SOIL|043 *PNT4 ~SOIL 0.00 0.00 0.88 0.00 0.00 0.00 0.00 0.00 0.88 0.00 0.00 0.00 SOIL|044 *PNT5 ~SOIL 0.00 0.00 1.08 0.00 0.00 0.00 0.00 0.00 1.08 0.00 0.00 0.00 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE|001 *B1_S *B1_1 ~TUBE STILL 0.20 0.41 0.18 0.18 0.00 0.01 0.00 STILL 50.10 0.41 0.18 0.18 0.00 0.01 0.00 STILL 100.00 0.41 0.18 0.18 0.00 0.01 0.00 TUBE|002 *B1_1 *B1_E ~TUBE STILL 0.20 0.41 0.18 0.18 0.00 0.01 0.00 STILL 50.10 0.41 0.18 0.18 0.00 0.01 0.00 STILL 100.00 0.41 0.18 0.18 0.00 0.01 0.00 TUBE|003 *B2_S *B2_1 ~TUBE STILL 0.03 2.86 -0.75 0.66 -1.47 0.07 0.06 Sec. 3.2.5 STILL 50.01 2.86 -0.75 0.65 -1.48 0.07 0.06 Sec. 3.2.5 STILL 100.00 2.86 -0.76 0.64 -1.49 0.07 0.06 Sec. 3.2.5 TUBE|004 *B2_1 *B2_2 ~TUBE STILL 0.03 2.86 -0.76 0.56 -1.49 0.19 0.06 Sec. 3.2.5 STILL 50.01 2.86 -0.76 0.56 -1.49 0.19 0.06 Sec. 3.2.5 STILL 100.00 2.86 -0.77 0.56 -1.50 0.19 0.06 Sec. 3.2.5 TUBE|005 *B2_2 *B2_3 ~TUBE STILL 0.03 2.86 -0.77 0.38 -1.50 0.28 0.06 Sec. 3.2.5 STILL 50.01 2.86 -0.77 0.38 -1.51 0.28 0.06 Sec. 3.2.5 STILL 100.00 2.86 -0.78 0.38 -1.51 0.28 0.06 Sec. 3.2.5 TUBE|006 *B2_3 *B2_E ~TUBE STILL 0.03 2.86 -0.78 0.18 -1.51 0.33 0.06 Sec. 3.2.5 STILL 50.01 2.86 -0.78 0.21 -1.51 0.33 0.06 Sec. 3.2.5 STILL 100.00 2.86 -0.78 0.24 -1.52 0.33 0.06 Sec. 3.2.5 TUBE|007 *B3_S *B3_1 ~TUBE STILL 0.04 2.35 -0.79 0.67 -1.52 0.40 0.06 Sec. 3.2.5 STILL 50.02 2.35 -0.79 0.72 -1.52 0.40 0.06 Sec. 3.2.5 STILL 100.00 2.35 -0.79 0.78 -1.52 0.40 0.06 Sec. 3.3.4 TUBE|008 *B3_1 *B3_2 ~TUBE STILL 0.04 2.35 -0.79 0.50 -1.52 0.50 0.06 Sec. 3.2.5 STILL 50.02 2.35 -0.79 0.55 -1.52 0.50 0.06 Sec. 3.2.5 STILL 100.00 2.35 -0.79 0.60 -1.52 0.50 0.06 Sec. 3.2.5 TUBE|009 *B3_2 *B3_3 ~TUBE STILL 0.04 2.35 -0.79 0.27 -1.52 0.57 0.06 Sec. 3.2.5 STILL 50.02 2.35 -0.79 0.31 -1.52 0.57 0.06 Sec. 3.2.5 STILL 100.00 2.35 -0.79 0.36 -1.52 0.57 0.06 Sec. 3.2.5 TUBE|010 *B3_3 *B3_4 ~TUBE STILL 0.04 2.35 -0.79 0.01 -1.52 0.60 0.06 Sec. 3.2.5 STILL 50.02 2.35 -0.79 0.05 -1.52 0.60 0.06 Sec. 3.2.5 STILL 100.00 2.35 -0.79 0.09 -1.52 0.60 0.06 Sec. 3.2.5 TUBE|011 *B3_4 *B3_E ~TUBE STILL 0.04 2.35 -0.78 0.28 -1.52 0.58 0.06 Sec. 3.2.5 STILL 50.02 2.35 -0.78 0.23 -1.52 0.58 0.06 Sec. 3.2.5 STILL 100.00 2.35 -0.78 0.19 -1.52 0.58 0.06 Sec. 3.2.5 TUBE|012 *B4_S *B4_1 ~TUBE STILL 0.03 2.93 -0.78 0.38 -1.52 0.53 0.06 Sec. 3.2.5 STILL 50.01 2.93 -0.78 0.35 -1.52 0.53 0.06 Sec. 3.2.5 STILL 100.00 2.93 -0.78 0.32 -1.52 0.53 0.06 Sec. 3.2.5 TUBE|013 *B4_1 *B4_2 ~TUBE STILL 0.03 2.93 -0.79 0.70 -1.52 0.43 0.06 Sec. 3.2.5 STILL 50.01 2.93 -0.79 0.67 -1.52 0.43 0.06 Sec. 3.2.5 STILL 100.00 2.93 -0.79 0.63 -1.52 0.43 0.06 Sec. 3.2.5 TUBE|014 *B4_2 *B4_3 ~TUBE STILL 0.03 2.93 -0.79 0.91 -1.52 0.27 0.06 Eq. 3.3.3-1 STILL 50.01 2.93 -0.79 0.87 -1.52 0.27 0.06 Eq. 3.3.3-1 STILL 100.00 2.93 -0.79 0.83 -1.52 0.27 0.06 Eq. 3.3.3-1 TUBE|015 *B4_3 *B4_E ~TUBE STILL 0.03 2.93 -0.79 0.97 -1.52 0.10 0.07 Eq. 3.3.3-1 STILL 50.01 2.93 -0.79 0.93 -1.52 0.10 0.07 Eq. 3.3.3-1 STILL 100.00 2.93 -0.79 0.89 -1.52 0.10 0.06 Eq. 3.3.3-1 TUBE|016 *VALVE *CLAMP ~TUBE STILL 0.02 4.81 -0.00 0.00 0.00 0.00 0.00 STILL 50.01 4.81 -0.01 0.00 0.00 0.00 0.00 STILL 100.00 4.81 -0.02 0.00 0.00 0.00 0.00 TUBE|017 *CLAMP *B1_S ~TUBE STILL 0.01 5.58 0.20 0.00 0.00 0.02 0.00 STILL 50.01 5.58 0.19 0.09 0.00 0.02 0.00 STILL 100.00 5.58 0.18 0.18 0.00 0.02 0.00 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE|018 *B1_E *SC1 ~TUBE STILL 0.01 6.63 0.18 0.18 0.00 0.02 0.00 STILL 50.01 6.63 0.16 0.11 0.00 0.01 0.00 STILL 100.00 6.63 0.15 0.05 0.00 0.01 0.00 TUBE|019 *SC1 *SC2 ~TUBE STILL 0.00 51.07 0.16 0.05 -0.00 0.01 0.01 Eq. 3.3.3-1 STILL 50.00 51.07 0.07 0.04 -0.11 0.00 0.01 Eq. 3.3.3-1 STILL 100.00 51.07 -0.02 0.06 -0.21 0.00 0.01 Eq. 3.3.3-1 TUBE|020 *SC2 *SC3 ~TUBE STILL 0.00 61.39 -0.01 0.06 -0.21 0.00 0.01 Eq. 3.3.3-1 STILL 50.00 61.39 -0.12 0.06 -0.40 0.00 0.02 Sec. 3.2.5 STILL 100.00 61.39 -0.22 0.08 -0.58 0.00 0.03 Sec. 3.2.5 TUBE|021 *SC3 *SC4 ~TUBE STILL 0.00 23.11 -0.22 0.08 -0.58 0.01 0.03 Sec. 3.2.5 STILL 50.00 23.11 -0.26 0.18 -0.65 0.01 0.04 Sec. 3.2.5 STILL 100.00 23.11 -0.30 0.34 -0.72 0.01 0.04 Eq. 3.3.3-1 TUBE|022 *SC4 *SC5 ~TUBE STILL 0.00 48.52 -0.30 0.34 -0.72 0.02 0.04 Eq. 3.3.3-1 STILL 50.00 48.52 -0.39 0.47 -0.86 0.02 0.05 Eq. 3.3.3-1 STILL 100.00 48.52 -0.47 1.34 -1.00 0.03 0.07 Eq. 3.3.3-1 TUBE|023 *SC5 *B2_S ~TUBE STILL 0.00 78.39 -0.48 1.34 -1.00 0.01 0.07 Eq. 3.3.3-1 STILL 50.00 78.39 -0.62 0.93 -1.24 0.01 0.08 Eq. 3.3.3-1 STILL 100.00 78.39 -0.75 0.67 -1.47 0.00 0.09 Sec. 3.2.5 TUBE|024 *B2_E *B3_S ~TUBE STILL 0.00 40.05 -0.79 0.21 -1.52 0.34 0.09 Sec. 3.2.5 STILL 50.00 40.05 -0.79 0.67 -1.52 0.34 0.09 Sec. 3.2.5 STILL 100.00 40.05 -0.79 0.79 -1.52 0.33 0.09 Sec. 3.2.5 TUBE|025 *B3_E *B4_S ~TUBE STILL 0.00 65.61 -0.79 0.37 -1.52 0.56 0.09 Sec. 3.2.5 STILL 50.00 65.61 -0.79 0.36 -1.52 0.55 0.09 Sec. 3.2.5 STILL 100.00 65.61 -0.79 0.17 -1.52 0.56 0.09 Sec. 3.2.5 TUBE|026 *B4_E *PNT1 ~TUBE STILL 0.00 74.52 -0.79 0.91 -1.52 0.02 0.09 Eq. 3.3.3-1 STILL 50.00 74.52 -0.79 0.76 -1.52 0.04 0.09 Sec. 3.2.5 STILL 100.00 74.52 -0.79 3.60 -1.52 0.07 0.14 Eq. 3.3.3-1 TUBE|027 *PNT1 *PNT2 ~TUBE STILL 0.00 82.02 -0.79 3.60 -1.52 0.06 0.14 Eq. 3.3.3-1 STILL 50.00 82.02 -0.79 0.94 -1.52 0.03 0.09 Eq. 3.3.3-1 STILL 100.00 82.02 -0.79 0.31 -1.52 0.01 0.09 Sec. 3.2.5 TUBE|028 *PNT2 *PNT3 ~TUBE STILL 0.00 82.02 -0.79 0.31 -1.52 0.02 0.09 Sec. 3.2.5 STILL 50.00 82.02 -0.79 0.53 -1.52 0.01 0.09 Sec. 3.2.5 STILL 100.00 82.02 -0.79 0.66 -1.52 0.03 0.09 Sec. 3.2.5 TUBE|029 *PNT3 *PNT4 ~TUBE STILL 0.00 82.02 -0.79 0.66 -1.52 0.03 0.09 Sec. 3.2.5 STILL 50.00 82.02 -0.79 0.17 -1.52 0.00 0.09 Sec. 3.2.5 STILL 100.00 82.02 -0.79 0.40 -1.52 0.02 0.09 Sec. 3.2.5 TUBE|030 *PNT4 *PNT5 ~TUBE STILL 0.00 82.02 -0.79 0.40 -1.52 0.02 0.09 Sec. 3.2.5 STILL 50.00 82.02 -0.79 0.21 -1.52 0.00 0.09 Sec. 3.2.5 STILL 100.00 82.02 -0.79 0.59 -1.52 0.03 0.09 Sec. 3.2.5 TUBE|031 *PNT5 *EOP ~TUBE STILL 0.00 82.02 -0.79 0.59 -1.52 0.03 0.09 Sec. 3.2.5 STILL 50.00 82.02 -0.79 0.41 -1.52 0.01 0.09 Sec. 3.2.5 STILL 100.00 82.02 -0.79 0.00 -1.52 0.02 0.09 Sec. 3.2.5 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *B1_1 HYDRO -0.100 -0.090 -0.027 -0.049 0.079 0.212 *B1_E HYDRO -0.108 -0.094 -0.030 -0.045 0.079 0.212 *B1_S HYDRO -0.092 -0.086 -0.025 -0.053 0.079 0.212 *B2_1 HYDRO -0.110 -2.203 -1.760 -0.217 -0.218 0.181 *B2_2 HYDRO -0.023 -2.250 -1.742 -0.222 -0.224 0.182 *B2_3 HYDRO 0.029 -2.232 -1.690 -0.227 -0.231 0.182 *B2_E HYDRO 0.036 -2.152 -1.610 -0.233 -0.239 0.181 *B2_S HYDRO -0.220 -2.101 -1.745 -0.213 -0.212 0.182 *B3_1 HYDRO -0.242 -0.582 0.041 -0.317 -0.346 0.174 *B3_2 HYDRO -0.293 -0.513 0.048 -0.321 -0.352 0.173 *B3_3 HYDRO -0.363 -0.462 -0.019 -0.325 -0.359 0.173 *B3_4 HYDRO -0.445 -0.436 -0.153 -0.327 -0.366 0.172 *B3_E HYDRO -0.531 -0.436 -0.343 -0.329 -0.373 0.172 *B3_S HYDRO -0.215 -0.664 -0.035 -0.312 -0.341 0.174 *B4_1 HYDRO -2.816 -0.758 -6.454 -0.250 -0.532 0.137 *B4_2 HYDRO -2.892 -0.719 -6.518 -0.248 -0.538 0.135 *B4_3 HYDRO -2.946 -0.655 -6.438 -0.246 -0.544 0.133 *B4_E HYDRO -2.971 -0.576 -6.225 -0.245 -0.548 0.130 *B4_S HYDRO -2.729 -0.764 -6.258 -0.253 -0.525 0.140 *CLAMP HYDRO -0.000 -0.000 0.003 -0.080 0.079 0.212 *EOP HYDRO 0.000 0.000 -0.000 -0.378 -0.163 -0.071 *PNT1 HYDRO -3.048 1.061 -0.086 -0.320 -0.330 0.073 *PNT2 HYDRO -2.825 1.974 -0.003 -0.405 -0.083 0.021 *PNT3 HYDRO -2.345 2.136 -0.042 -0.384 -0.145 -0.019 *PNT4 HYDRO -1.671 1.737 -0.031 -0.388 -0.132 -0.048 *PNT5 HYDRO -0.868 0.962 -0.039 -0.390 -0.128 -0.066 *SC1 HYDRO -0.248 -0.118 -0.065 -0.008 0.078 0.212 *SC2 HYDRO -1.266 0.026 -0.302 0.012 0.063 0.211 *SC3 HYDRO -2.113 0.065 -0.609 -0.002 0.019 0.206 *SC4 HYDRO -2.254 0.090 -0.730 0.009 -0.006 0.204 *SC5 HYDRO -2.111 0.100 -1.008 -0.044 -0.070 0.197 *VALVE HYDRO 0.079 0.080 0.034 -0.080 0.079 0.212 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D S T A N D A R D +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with FX Greater Than 0 /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIX|0032 *CLAMP ~FIX HYDRO 0.04 9.21 -144.53 0.00 0.00 0.00 FIX|0033 *EOP ~FIX HYDRO -0.04 -0.02 0.38 0.00 0.00 0.00 SLID|034 *SC1 ~SLIDE HYDRO 0.00 6.59 3.64 0.00 0.00 0.00 SLID|035 *SC2 ~SLIDE HYDRO 0.00 -1.48 16.92 0.00 0.00 0.00 SLID|036 *SC3 ~SLIDE HYDRO 0.00 -3.65 34.08 0.00 0.00 0.00 SLID|037 *SC4 ~SLIDE HYDRO 0.00 -5.03 40.87 0.00 0.00 0.00 SLID|038 *SC5 ~SLIDE HYDRO 0.00 -5.63 56.47 0.00 0.00 0.00 SOIL|039 *B3_S ~SOIL HYDRO 0.00 0.00 0.98 0.00 0.00 0.00 SOIL|040 *PNT1 ~SOIL HYDRO 0.00 0.00 2.41 0.00 0.00 0.00 SOIL|041 *PNT2 ~SOIL HYDRO 0.00 0.00 0.08 0.00 0.00 0.00 SOIL|042 *PNT3 ~SOIL HYDRO 0.00 0.00 1.17 0.00 0.00 0.00 SOIL|043 *PNT4 ~SOIL HYDRO 0.00 0.00 0.87 0.00 0.00 0.00 SOIL|044 *PNT5 ~SOIL HYDRO 0.00 0.00 1.08 0.00 0.00 0.00 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T E N V E L O P E S T A N D A R D +++ ============================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class X Y Z X Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIX|0032 *CLAMP ~FIX 0.04 9.21 -144.53 0.00 0.00 0.00 0.04 9.21 -144.53 0.00 0.00 0.00 FIX|0033 *EOP ~FIX -0.04 -0.02 0.38 0.00 0.00 0.00 -0.04 -0.02 0.38 0.00 0.00 0.00 SLID|034 *SC1 ~SLIDE 0.00 6.59 3.64 0.00 0.00 0.00 0.00 6.59 3.64 0.00 0.00 0.00 SLID|035 *SC2 ~SLIDE 0.00 -1.48 16.92 0.00 0.00 0.00 0.00 -1.48 16.92 0.00 0.00 0.00 SLID|036 *SC3 ~SLIDE 0.00 -3.65 34.08 0.00 0.00 0.00 0.00 -3.65 34.08 0.00 0.00 0.00 SLID|037 *SC4 ~SLIDE 0.00 -5.03 40.87 0.00 0.00 0.00 0.00 -5.03 40.87 0.00 0.00 0.00 SLID|038 *SC5 ~SLIDE 0.00 -5.63 56.47 0.00 0.00 0.00 0.00 -5.63 56.47 0.00 0.00 0.00 SOIL|039 *B3_S ~SOIL 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 0.98 0.00 0.00 0.00 SOIL|040 *PNT1 ~SOIL 0.00 0.00 2.41 0.00 0.00 0.00 0.00 0.00 2.41 0.00 0.00 0.00 SOIL|041 *PNT2 ~SOIL 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.00 SOIL|042 *PNT3 ~SOIL 0.00 0.00 1.17 0.00 0.00 0.00 0.00 0.00 1.17 0.00 0.00 0.00 SOIL|043 *PNT4 ~SOIL 0.00 0.00 0.87 0.00 0.00 0.00 0.00 0.00 0.87 0.00 0.00 0.00 SOIL|044 *PNT5 ~SOIL 0.00 0.00 1.08 0.00 0.00 0.00 0.00 0.00 1.08 0.00 0.00 0.00 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE|001 *B1_S *B1_1 ~TUBE HYDRO 0.20 0.41 11.94 3.74 35.36 0.27 1.37 Eq. 3.3.3-1 HYDRO 50.10 0.41 11.94 3.81 35.36 0.27 1.37 Eq. 3.3.3-1 HYDRO 100.00 0.41 11.94 3.89 35.36 0.27 1.38 Eq. 3.3.3-1 TUBE|002 *B1_1 *B1_E ~TUBE HYDRO 0.20 0.41 11.93 3.89 35.36 0.15 1.38 Eq. 3.3.3-1 HYDRO 50.10 0.41 11.93 3.85 35.36 0.15 1.37 Eq. 3.3.3-1 HYDRO 100.00 0.41 11.93 3.81 35.36 0.15 1.37 Eq. 3.3.3-1 TUBE|003 *B2_S *B2_1 ~TUBE HYDRO 0.03 2.86 14.98 0.99 33.89 0.08 1.60 Eq. 3.3.3-1 HYDRO 50.01 2.86 14.97 0.99 33.88 0.08 1.60 Eq. 3.3.3-1 HYDRO 100.00 2.86 14.97 0.99 33.87 0.08 1.60 Eq. 3.3.3-1 TUBE|004 *B2_1 *B2_2 ~TUBE HYDRO 0.03 2.86 14.96 0.89 33.87 0.23 1.60 Eq. 3.3.3-1 HYDRO 50.01 2.86 14.96 0.91 33.86 0.23 1.60 Eq. 3.3.3-1 HYDRO 100.00 2.86 14.96 0.92 33.86 0.23 1.60 Eq. 3.3.3-1 TUBE|005 *B2_2 *B2_3 ~TUBE HYDRO 0.03 2.86 14.96 0.79 33.85 0.34 1.60 Eq. 3.3.3-1 HYDRO 50.01 2.86 14.95 0.81 33.85 0.34 1.60 Eq. 3.3.3-1 HYDRO 100.00 2.86 14.95 0.82 33.85 0.34 1.60 Eq. 3.3.3-1 TUBE|006 *B2_3 *B2_E ~TUBE HYDRO 0.03 2.86 14.95 0.66 33.84 0.40 1.60 Eq. 3.3.3-1 HYDRO 50.01 2.86 14.95 0.68 33.84 0.40 1.60 Eq. 3.3.3-1 HYDRO 100.00 2.86 14.95 0.70 33.84 0.40 1.60 Eq. 3.3.3-1 TUBE|007 *B3_S *B3_1 ~TUBE HYDRO 0.04 2.35 14.95 0.31 33.84 0.45 1.51 Eq. 3.3.3-1 HYDRO 50.02 2.35 14.95 0.36 33.84 0.45 1.52 Eq. 3.3.3-1 HYDRO 100.00 2.35 14.95 0.42 33.84 0.45 1.52 Eq. 3.3.3-1 TUBE|008 *B3_1 *B3_2 ~TUBE HYDRO 0.04 2.35 14.95 0.13 33.84 0.49 1.51 Eq. 3.3.3-1 HYDRO 50.02 2.35 14.95 0.18 33.84 0.49 1.51 Eq. 3.3.3-1 HYDRO 100.00 2.35 14.95 0.23 33.84 0.49 1.51 Eq. 3.3.3-1 TUBE|009 *B3_2 *B3_3 ~TUBE HYDRO 0.04 2.35 14.95 0.10 33.84 0.50 1.51 Eq. 3.3.3-1 HYDRO 50.02 2.35 14.95 0.06 33.84 0.50 1.51 Eq. 3.3.3-1 HYDRO 100.00 2.35 14.95 0.07 33.84 0.50 1.51 Eq. 3.3.3-1 TUBE|010 *B3_3 *B3_4 ~TUBE HYDRO 0.04 2.35 14.95 0.28 33.84 0.48 1.51 Eq. 3.3.3-1 HYDRO 50.02 2.35 14.95 0.23 33.84 0.48 1.51 Eq. 3.3.3-1 HYDRO 100.00 2.35 14.95 0.18 33.84 0.48 1.51 Eq. 3.3.3-1 TUBE|011 *B3_4 *B3_E ~TUBE HYDRO 0.04 2.35 14.95 0.47 33.84 0.43 1.52 Eq. 3.3.3-1 HYDRO 50.02 2.35 14.95 0.42 33.84 0.43 1.52 Eq. 3.3.3-1 HYDRO 100.00 2.35 14.95 0.37 33.84 0.43 1.52 Eq. 3.3.3-1 TUBE|012 *B4_S *B4_1 ~TUBE HYDRO 0.03 2.93 14.95 0.43 33.84 0.37 1.60 Eq. 3.3.3-1 HYDRO 50.01 2.93 14.95 0.42 33.84 0.37 1.60 Eq. 3.3.3-1 HYDRO 100.00 2.93 14.95 0.40 33.84 0.37 1.60 Eq. 3.3.3-1 TUBE|013 *B4_1 *B4_2 ~TUBE HYDRO 0.03 2.93 14.95 0.58 33.84 0.29 1.60 Eq. 3.3.3-1 HYDRO 50.01 2.93 14.95 0.56 33.84 0.29 1.60 Eq. 3.3.3-1 HYDRO 100.00 2.93 14.95 0.54 33.84 0.29 1.60 Eq. 3.3.3-1 TUBE|014 *B4_2 *B4_3 ~TUBE HYDRO 0.03 2.93 14.95 0.67 33.84 0.18 1.61 Eq. 3.3.3-1 HYDRO 50.01 2.93 14.95 0.65 33.84 0.19 1.61 Eq. 3.3.3-1 HYDRO 100.00 2.93 14.95 0.63 33.84 0.19 1.61 Eq. 3.3.3-1 TUBE|015 *B4_3 *B4_E ~TUBE HYDRO 0.03 2.93 14.95 0.69 33.84 0.06 1.61 Eq. 3.3.3-1 HYDRO 50.01 2.93 14.95 0.67 33.84 0.06 1.61 Eq. 3.3.3-1 HYDRO 100.00 2.93 14.95 0.64 33.84 0.06 1.61 Eq. 3.3.3-1 TUBE|016 *VALVE *CLAMP ~TUBE HYDRO 0.02 4.81 15.73 0.00 35.36 0.00 1.98 Eq. 3.3.3-1 HYDRO 50.01 4.81 15.72 0.00 35.36 0.00 1.98 Eq. 3.3.3-1 HYDRO 100.00 4.81 15.72 0.00 35.36 0.00 1.98 Eq. 3.3.3-1 TUBE|017 *CLAMP *B1_S ~TUBE HYDRO 0.01 5.58 11.96 0.00 35.36 0.48 2.06 Eq. 3.3.3-1 HYDRO 50.01 5.58 11.95 1.87 35.36 0.48 2.08 Eq. 3.3.3-1 HYDRO 100.00 5.58 11.94 3.74 35.36 0.48 2.11 Eq. 3.3.3-1 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE|018 *B1_E *SC1 ~TUBE HYDRO 0.01 6.63 11.94 3.80 35.36 0.36 2.19 Eq. 3.3.3-1 HYDRO 50.01 6.63 11.93 2.15 35.36 0.36 2.17 Eq. 3.3.3-1 HYDRO 100.00 6.63 11.91 0.48 35.36 0.36 2.15 Eq. 3.3.3-1 TUBE|019 *SC1 *SC2 ~TUBE HYDRO 0.00 51.07 11.99 0.48 35.36 0.00 2.25 Eq. 3.3.3-1 HYDRO 50.00 51.07 11.90 0.21 35.25 0.01 2.24 Eq. 3.3.3-1 HYDRO 100.00 51.07 11.82 0.34 35.14 0.01 2.23 Eq. 3.3.3-1 TUBE|020 *SC2 *SC3 ~TUBE HYDRO 0.00 61.39 12.26 0.34 35.14 0.01 2.24 Eq. 3.3.3-1 HYDRO 50.00 61.39 12.15 0.28 34.96 0.00 2.22 Eq. 3.3.3-1 HYDRO 100.00 61.39 12.05 0.38 34.78 0.00 2.21 Eq. 3.3.3-1 TUBE|021 *SC3 *SC4 ~TUBE HYDRO 0.00 23.11 12.94 0.38 34.78 0.01 2.22 Eq. 3.3.3-1 HYDRO 50.00 23.11 12.90 0.42 34.71 0.01 2.22 Eq. 3.3.3-1 HYDRO 100.00 23.11 12.86 0.53 34.64 0.01 2.22 Eq. 3.3.3-1 TUBE|022 *SC4 *SC5 ~TUBE HYDRO 0.00 48.52 13.93 0.53 34.64 0.02 2.23 Eq. 3.3.3-1 HYDRO 50.00 48.52 13.85 0.66 34.50 0.02 2.22 Eq. 3.3.3-1 HYDRO 100.00 48.52 13.77 1.26 34.35 0.02 2.22 Eq. 3.3.3-1 TUBE|023 *SC5 *B2_S ~TUBE HYDRO 0.00 78.39 15.24 1.26 34.35 0.01 2.24 Eq. 3.3.3-1 HYDRO 50.00 78.39 15.11 1.08 34.12 0.01 2.22 Eq. 3.3.3-1 HYDRO 100.00 78.39 14.98 1.00 33.89 0.00 2.20 Eq. 3.3.3-1 TUBE|024 *B2_E *B3_S ~TUBE HYDRO 0.00 40.05 14.95 0.71 33.84 0.41 2.20 Eq. 3.3.3-1 HYDRO 50.00 40.05 14.95 0.75 33.84 0.41 2.20 Eq. 3.3.3-1 HYDRO 100.00 40.05 14.95 0.44 33.84 0.41 2.19 Eq. 3.3.3-1 TUBE|025 *B3_E *B4_S ~TUBE HYDRO 0.00 65.61 14.95 0.50 33.84 0.39 2.20 Eq. 3.3.3-1 HYDRO 50.00 65.61 14.95 0.33 33.84 0.39 2.19 Eq. 3.3.3-1 HYDRO 100.00 65.61 14.95 0.33 33.84 0.39 2.19 Eq. 3.3.3-1 TUBE|026 *B4_E *PNT1 ~TUBE HYDRO 0.00 74.52 14.95 0.65 33.84 0.02 2.20 Eq. 3.3.3-1 HYDRO 50.00 74.52 14.95 1.01 33.84 0.04 2.20 Eq. 3.3.3-1 HYDRO 100.00 74.52 14.95 3.78 33.84 0.06 2.24 Eq. 3.3.3-1 TUBE|027 *PNT1 *PNT2 ~TUBE HYDRO 0.00 82.02 14.95 3.78 33.84 0.06 2.24 Eq. 3.3.3-1 HYDRO 50.00 82.02 14.95 1.01 33.84 0.04 2.20 Eq. 3.3.3-1 HYDRO 100.00 82.02 14.95 0.41 33.84 0.01 2.19 Eq. 3.3.3-1 TUBE|028 *PNT2 *PNT3 ~TUBE HYDRO 0.00 82.02 14.95 0.41 33.84 0.02 2.19 Eq. 3.3.3-1 HYDRO 50.00 82.02 14.95 0.55 33.84 0.01 2.20 Eq. 3.3.3-1 HYDRO 100.00 82.02 14.95 0.68 33.84 0.03 2.20 Eq. 3.3.3-1 TUBE|029 *PNT3 *PNT4 ~TUBE HYDRO 0.00 82.02 14.95 0.68 33.84 0.03 2.20 Eq. 3.3.3-1 HYDRO 50.00 82.02 14.95 0.22 33.84 0.00 2.19 Eq. 3.3.3-1 HYDRO 100.00 82.02 14.95 0.40 33.84 0.02 2.19 Eq. 3.3.3-1 TUBE|030 *PNT4 *PNT5 ~TUBE HYDRO 0.00 82.02 14.95 0.40 33.84 0.02 2.19 Eq. 3.3.3-1 HYDRO 50.00 82.02 14.95 0.21 33.84 0.00 2.19 Eq. 3.3.3-1 HYDRO 100.00 82.02 14.95 0.59 33.84 0.03 2.20 Eq. 3.3.3-1 TUBE|031 *PNT5 *EOP ~TUBE HYDRO 0.00 82.02 14.95 0.59 33.84 0.03 2.20 Eq. 3.3.3-1 HYDRO 50.00 82.02 14.95 0.41 33.84 0.01 2.19 Eq. 3.3.3-1 HYDRO 100.00 82.02 14.95 0.00 33.84 0.02 2.19 Eq. 3.3.3-1 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *B1_1 OPER8090 2.765 -0.210 -0.036 -0.143 -2.209 3.925 OPER8135 30.621 -0.185 -0.035 -0.121 -24.377 22.824 OPER8180 41.799 -0.117 -0.034 -0.063 -33.274 29.972 *B1_E OPER8090 2.927 -0.222 -0.039 -0.138 -2.209 3.925 OPER8135 32.556 -0.195 -0.038 -0.116 -24.368 22.824 OPER8180 44.450 -0.122 -0.037 -0.057 -33.262 29.971 *B1_S OPER8090 2.584 -0.197 -0.033 -0.147 -2.209 3.925 OPER8135 28.569 -0.174 -0.032 -0.125 -24.385 22.824 OPER8180 38.996 -0.112 -0.032 -0.068 -33.285 29.972 *B2_1 OPER8090 74.014 -8.009 -2.862 -0.643 -0.709 4.081 OPER8135 422.039 -26.879 -5.279 -1.787 -0.213 24.690 OPER8180 552.545 -31.609 -5.949 -2.059 0.189 32.575 *B2_2 OPER8090 73.711 -7.058 -2.770 -0.647 -0.679 4.083 OPER8135 418.231 -20.114 -5.495 -1.724 -0.332 24.667 OPER8180 547.297 -22.539 -6.319 -1.969 -0.006 32.542 *B2_3 OPER8090 73.145 -5.365 -2.601 -0.649 -0.650 4.086 OPER8135 413.552 -9.211 -5.656 -1.656 -0.453 24.646 OPER8180 540.985 -8.058 -6.658 -1.875 -0.204 32.510 *B2_E OPER8090 72.411 -3.174 -2.386 -0.650 -0.624 4.089 OPER8135 408.638 4.218 -5.705 -1.588 -0.572 24.629 OPER8180 534.454 9.687 -6.865 -1.780 -0.397 32.483 *B2_S OPER8090 74.003 -8.082 -2.853 -0.638 -0.740 4.078 OPER8135 424.448 -28.498 -5.089 -1.844 -0.102 24.711 OPER8180 556.009 -33.916 -5.683 -2.140 0.373 32.608 *B3_1 OPER8090 60.550 31.347 0.111 -0.570 -0.491 4.136 OPER8135 336.033 210.282 0.154 -0.900 -1.351 24.709 OPER8180 438.678 281.191 0.147 -0.920 -1.654 32.537 *B3_2 OPER8090 59.101 32.773 0.079 -0.563 -0.496 4.138 OPER8135 327.308 218.734 0.300 -0.880 -1.346 24.727 OPER8180 427.184 292.317 0.389 -0.900 -1.646 32.559 *B3_3 OPER8090 57.280 33.682 -0.060 -0.556 -0.501 4.141 OPER8135 316.390 224.080 0.204 -0.862 -1.341 24.741 OPER8180 412.806 299.350 0.349 -0.882 -1.637 32.574 *B3_4 OPER8090 55.267 33.984 -0.295 -0.548 -0.507 4.144 OPER8135 304.349 225.791 -0.119 -0.845 -1.337 24.748 OPER8180 396.952 301.597 0.035 -0.866 -1.629 32.580 *B3_E OPER8090 53.257 33.649 -0.602 -0.540 -0.514 4.148 OPER8135 292.367 223.697 -0.638 -0.828 -1.335 24.746 OPER8180 381.180 298.835 -0.519 -0.850 -1.623 32.574 *B3_S OPER8090 61.487 29.544 0.031 -0.578 -0.488 4.133 OPER8135 341.715 199.555 -0.223 -0.921 -1.356 24.689 OPER8180 446.166 267.069 -0.358 -0.941 -1.662 32.514 *B4_1 OPER8090 -4.765 14.812 -8.925 -0.298 -0.719 4.412 OPER8135 -24.227 117.872 -15.086 -0.478 -1.339 20.403 OPER8180 -32.875 160.212 -16.549 -0.533 -1.517 26.346 *B4_2 OPER8090 -7.380 15.525 -8.988 -0.295 -0.729 4.430 OPER8135 -36.207 121.050 -15.160 -0.476 -1.342 20.035 OPER8180 -48.331 164.305 -16.628 -0.532 -1.515 25.823 *B4_3 OPER8090 -9.531 17.191 -8.859 -0.292 -0.737 4.447 OPER8135 -45.876 128.432 -14.893 -0.475 -1.344 19.658 OPER8180 -60.786 173.805 -16.325 -0.531 -1.513 25.289 Page 12 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *B4_E OPER8090 -10.886 19.561 -8.557 -0.290 -0.744 4.462 OPER8135 -51.867 138.751 -14.328 -0.474 -1.345 19.278 OPER8180 -68.492 187.064 -15.689 -0.532 -1.510 24.751 *B4_S OPER8090 -2.088 15.153 -8.684 -0.303 -0.709 4.395 OPER8135 -11.723 119.550 -14.684 -0.483 -1.336 20.759 OPER8180 -16.715 162.387 -16.099 -0.536 -1.518 26.851 *CLAMP OPER8090 0.000 -0.000 0.003 -0.175 -2.209 3.925 OPER8135 0.000 -0.000 0.003 -0.157 -24.439 22.824 OPER8180 0.000 -0.000 0.003 -0.104 -33.358 29.972 *EOP OPER8090 -0.000 0.000 -0.000 -0.479 -0.197 -5.291 OPER8135 0.000 0.000 -0.000 -0.828 -0.317 -11.445 OPER8180 0.000 0.000 -0.000 -0.930 -0.353 -14.234 *PNT1 OPER8090 -32.831 85.145 -0.106 -0.396 -0.438 4.186 OPER8135 -125.913 355.623 -0.138 -0.690 -0.718 10.344 OPER8180 -161.306 458.433 -0.142 -0.781 -0.787 12.480 *PNT2 OPER8090 -51.515 141.447 0.008 -0.512 -0.100 2.518 OPER8135 -159.739 455.870 0.034 -0.876 -0.178 2.284 OPER8180 -200.232 573.488 0.040 -0.981 -0.205 2.195 *PNT3 OPER8090 -58.138 162.720 -0.045 -0.483 -0.185 -0.005 OPER8135 -153.679 440.280 -0.051 -0.829 -0.315 -3.919 OPER8180 -190.022 545.844 -0.050 -0.931 -0.352 -5.188 *PNT4 OPER8090 -50.036 141.233 -0.030 -0.489 -0.166 -2.617 OPER8135 -118.120 339.019 -0.029 -0.840 -0.284 -8.265 OPER8180 -145.335 418.069 -0.027 -0.942 -0.318 -10.214 *PNT5 OPER8090 -28.853 81.754 -0.038 -0.490 -0.163 -4.566 OPER8135 -63.448 182.252 -0.039 -0.840 -0.284 -10.754 OPER8180 -78.300 225.395 -0.038 -0.942 -0.319 -13.209 *SC1 OPER8090 5.376 -0.379 -0.099 -0.119 -2.206 3.925 OPER8135 62.588 -0.315 -0.094 -0.087 -24.151 22.829 OPER8180 85.622 -0.150 -0.083 -0.008 -32.963 29.978 *SC2 OPER8090 23.903 -0.226 -0.411 0.047 -2.130 3.931 OPER8135 269.686 -0.152 -0.401 0.036 -19.093 23.237 OPER8180 368.843 0.033 -0.385 0.011 -25.860 30.558 *SC3 OPER8090 44.274 -0.034 -0.794 0.053 -1.904 3.954 OPER8135 423.009 -0.042 -0.789 0.035 -10.065 24.053 OPER8180 574.582 0.023 -0.784 -0.005 -13.132 31.717 *SC4 OPER8090 51.043 0.112 -0.940 0.027 -1.782 3.967 OPER8135 450.847 0.251 -0.917 0.140 -6.914 24.333 OPER8180 609.922 0.312 -0.911 0.179 -8.699 32.114 *SC5 OPER8090 63.033 0.036 -1.313 -0.193 -1.457 4.001 OPER8135 465.573 -0.108 -1.317 -0.735 -1.843 24.750 OPER8180 622.846 -0.112 -1.316 -0.881 -1.629 32.701 *VALVE OPER8090 -2.226 0.176 0.044 -0.175 -2.209 3.925 OPER8135 -24.618 0.157 0.044 -0.157 -24.439 22.824 OPER8180 -33.602 0.104 0.044 -0.104 -33.358 29.972 Page 13 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D S T A N D A R D +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with FX Greater Than 0 /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIX|0032 *CLAMP ~FIX OPER8180 -25.01 12.38 -194.21 0.00 0.00 0.00 FIX|0033 *EOP ~FIX OPER8180 -10.00 -5.24 0.37 0.00 0.00 0.00 SLID|034 *SC1 ~SLIDE OPER8090 0.00 21.20 5.56 0.00 0.00 0.00 SLID|035 *SC2 ~SLIDE OPER8090 0.00 12.68 23.04 0.00 0.00 0.00 SLID|036 *SC3 ~SLIDE OPER8090 0.00 1.88 44.48 0.00 0.00 0.00 SLID|037 *SC4 ~SLIDE OPER8180 0.00 -17.47 50.99 0.00 0.00 0.00 SLID|038 *SC5 ~SLIDE OPER8135 0.00 6.07 73.75 0.00 0.00 0.00 SOIL|039 *B3_S ~SOIL OPER8180 0.00 0.00 10.01 0.00 0.00 0.00 SOIL|040 *PNT1 ~SOIL OPER8180 0.00 0.00 3.98 0.00 0.00 0.00 SOIL|041 *PNT2 ~SOIL OPER8180 0.00 0.00 -1.13 0.00 0.00 0.00 SOIL|042 *PNT3 ~SOIL OPER8135 0.00 0.00 1.42 0.00 0.00 0.00 SOIL|043 *PNT4 ~SOIL OPER8090 0.00 0.00 0.85 0.00 0.00 0.00 SOIL|044 *PNT5 ~SOIL OPER8135 0.00 0.00 1.09 0.00 0.00 0.00 Page 14 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T E N V E L O P E S T A N D A R D +++ ============================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class X Y Z X Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIX|0032 *CLAMP ~FIX -0.21 12.38 -184.07 0.00 0.00 0.00 -25.01 9.80 -194.21 0.00 0.00 0.00 FIX|0033 *EOP ~FIX 2.79 -0.32 0.37 0.00 0.00 0.00 -10.00 -5.24 0.37 0.00 0.00 0.00 SLID|034 *SC1 ~SLIDE 0.00 21.20 5.56 0.00 0.00 0.00 0.00 8.42 4.62 0.00 0.00 0.00 SLID|035 *SC2 ~SLIDE 0.00 12.68 23.04 0.00 0.00 0.00 0.00 -1.87 21.58 0.00 0.00 0.00 SLID|036 *SC3 ~SLIDE 0.00 2.37 44.48 0.00 0.00 0.00 0.00 -1.31 43.88 0.00 0.00 0.00 SLID|037 *SC4 ~SLIDE 0.00 -6.26 52.63 0.00 0.00 0.00 0.00 -17.47 50.99 0.00 0.00 0.00 SLID|038 *SC5 ~SLIDE 0.00 6.28 73.75 0.00 0.00 0.00 0.00 -2.02 73.52 0.00 0.00 0.00 SOIL|039 *B3_S ~SOIL 0.00 0.00 10.01 0.00 0.00 0.00 0.00 0.00 -0.88 0.00 0.00 0.00 SOIL|040 *PNT1 ~SOIL 0.00 0.00 3.98 0.00 0.00 0.00 0.00 0.00 2.97 0.00 0.00 0.00 SOIL|041 *PNT2 ~SOIL 0.00 0.00 -0.22 0.00 0.00 0.00 0.00 0.00 -1.13 0.00 0.00 0.00 SOIL|042 *PNT3 ~SOIL 0.00 0.00 1.42 0.00 0.00 0.00 0.00 0.00 1.26 0.00 0.00 0.00 SOIL|043 *PNT4 ~SOIL 0.00 0.00 0.85 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 SOIL|044 *PNT5 ~SOIL 0.00 0.00 1.09 0.00 0.00 0.00 0.00 0.00 1.08 0.00 0.00 0.00 Page 15 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE|001 *B1_S *B1_1 ~TUBE OPER8090 0.20 0.41 7.75 3.97 28.26 0.24 1.08 Eq. 3.3.3-1 OPER8135 0.20 0.41 7.58 8.36 28.26 0.96 1.88 Sec. 3.3.4 OPER8180 0.20 0.41 7.49 10.72 28.26 1.31 1.88 Sec. 3.3.4 OPER8090 50.10 0.41 7.75 4.04 28.26 0.24 1.09 Eq. 3.3.3-1 OPER8135 50.10 0.41 7.58 8.61 28.26 0.96 1.88 Sec. 3.3.4 OPER8180 50.10 0.41 7.49 11.06 28.26 1.31 1.88 Sec. 3.3.4 OPER8090 100.00 0.41 7.75 4.11 28.26 0.24 1.09 Eq. 3.3.3-1 OPER8135 100.00 0.41 7.58 8.86 28.26 0.96 1.88 Sec. 3.3.4 OPER8180 100.00 0.41 7.49 11.39 28.26 1.31 1.88 Sec. 3.3.4 TUBE|002 *B1_1 *B1_E ~TUBE OPER8090 0.20 0.41 7.75 4.11 28.26 0.29 1.09 Eq. 3.3.3-1 OPER8135 0.20 0.41 7.58 8.85 28.26 1.01 1.88 Sec. 3.3.4 OPER8180 0.20 0.41 7.48 11.37 28.26 1.37 1.88 Sec. 3.3.4 OPER8090 50.10 0.41 7.75 4.03 28.26 0.29 1.09 Eq. 3.3.3-1 OPER8135 50.10 0.41 7.58 8.99 28.26 1.01 1.88 Sec. 3.3.4 OPER8180 50.10 0.41 7.48 11.60 28.26 1.37 1.88 Sec. 3.3.4 OPER8090 100.00 0.41 7.75 3.95 28.26 0.29 1.08 Eq. 3.3.3-1 OPER8135 100.00 0.41 7.58 9.13 28.26 1.00 1.88 Sec. 3.3.4 OPER8180 100.00 0.41 7.48 11.82 28.26 1.37 1.88 Sec. 3.3.4 TUBE|003 *B2_S *B2_1 ~TUBE OPER8090 0.03 2.86 11.86 4.17 26.79 0.08 1.32 Eq. 3.3.3-1 OPER8135 0.03 2.86 11.61 15.52 26.79 0.81 2.23 Sec. 3.3.4 OPER8180 0.03 2.86 11.48 24.73 26.79 1.04 2.23 Sec. 3.3.4 OPER8090 50.01 2.86 11.85 4.15 26.78 0.08 1.32 Eq. 3.3.3-1 OPER8135 50.01 2.86 11.61 16.32 26.78 0.81 2.23 Sec. 3.3.4 OPER8180 50.01 2.86 11.47 25.89 26.78 1.04 2.23 Sec. 3.3.4 OPER8090 100.00 2.86 11.85 4.14 26.77 0.08 1.32 Eq. 3.3.3-1 OPER8135 100.00 2.86 11.60 17.13 26.77 0.81 2.23 Sec. 3.3.4 OPER8180 100.00 2.86 11.47 27.05 26.77 1.04 2.23 Sec. 3.3.4 TUBE|004 *B2_1 *B2_2 ~TUBE OPER8090 0.03 2.86 11.85 3.94 26.77 0.23 1.32 Eq. 3.3.3-1 OPER8135 0.03 2.86 11.53 17.87 26.77 1.09 2.23 Sec. 3.3.4 OPER8180 0.03 2.86 11.39 28.62 26.77 1.23 2.23 Sec. 3.3.4 OPER8090 50.01 2.86 11.84 3.85 26.77 0.23 1.31 Eq. 3.3.3-1 OPER8135 50.01 2.86 11.52 18.35 26.77 1.09 2.23 Sec. 3.3.4 OPER8180 50.01 2.86 11.39 29.25 26.77 1.23 2.23 Sec. 3.3.4 OPER8090 100.00 2.86 11.84 3.77 26.76 0.23 1.31 Eq. 3.3.3-1 OPER8135 100.00 2.86 11.52 18.83 26.76 1.09 2.23 Sec. 3.3.4 OPER8180 100.00 2.86 11.38 29.88 26.76 1.23 2.23 Sec. 3.3.4 TUBE|005 *B2_2 *B2_3 ~TUBE OPER8090 0.03 2.86 11.82 3.87 26.76 0.35 1.31 Eq. 3.3.3-1 OPER8135 0.03 2.86 11.49 18.77 26.76 1.29 2.23 Sec. 3.3.4 OPER8180 0.03 2.86 11.36 29.95 26.76 1.38 2.23 Sec. 3.3.4 OPER8090 50.01 2.86 11.82 3.72 26.75 0.35 1.31 Eq. 3.3.3-1 OPER8135 50.01 2.86 11.49 18.82 26.75 1.29 2.23 Sec. 3.3.4 OPER8180 50.01 2.86 11.36 29.92 26.75 1.38 2.23 Sec. 3.3.4 OPER8090 100.00 2.86 11.82 3.58 26.75 0.35 1.31 Eq. 3.3.3-1 OPER8135 100.00 2.86 11.49 18.86 26.75 1.29 2.23 Sec. 3.3.4 OPER8180 100.00 2.86 11.36 29.88 26.75 1.38 2.23 Sec. 3.3.4 TUBE|006 *B2_3 *B2_E ~TUBE OPER8090 0.03 2.86 11.81 3.63 26.75 0.43 1.31 Eq. 3.3.3-1 OPER8135 0.03 2.86 11.53 18.77 26.75 1.48 2.23 Sec. 3.3.4 OPER8180 0.03 2.86 11.34 29.81 26.75 1.58 2.23 Sec. 3.3.4 OPER8090 50.01 2.86 11.80 3.46 26.75 0.43 1.31 Eq. 3.3.3-1 OPER8135 50.01 2.86 11.53 18.38 26.75 1.48 2.23 Sec. 3.3.4 OPER8180 50.01 2.86 11.34 29.12 26.75 1.58 2.23 Sec. 3.3.4 Page 16 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE|006 *B2_3 *B2_E ~TUBE OPER8090 100.00 2.86 11.80 3.28 26.74 0.43 1.30 Eq. 3.3.3-1 OPER8135 100.00 2.86 11.53 17.98 26.74 1.48 2.23 Sec. 3.3.4 OPER8180 100.00 2.86 11.34 28.44 26.74 1.58 2.23 Sec. 3.3.4 TUBE|007 *B3_S *B3_1 ~TUBE OPER8090 0.04 2.35 11.79 1.14 26.74 0.34 1.21 Eq. 3.3.3-1 OPER8135 0.04 2.35 11.53 3.19 26.74 1.35 1.24 Eq. 3.3.3-1 OPER8180 0.04 2.35 11.42 3.87 26.74 1.42 1.25 Eq. 3.3.3-1 OPER8090 50.02 2.35 11.79 1.17 26.74 0.34 1.21 Eq. 3.3.3-1 OPER8135 50.02 2.35 11.53 3.22 26.74 1.35 1.24 Eq. 3.3.3-1 OPER8180 50.02 2.35 11.42 3.90 26.74 1.42 1.25 Eq. 3.3.3-1 OPER8090 100.00 2.35 11.79 1.20 26.74 0.34 1.21 Eq. 3.3.3-1 OPER8135 100.00 2.35 11.53 3.25 26.74 1.35 1.24 Eq. 3.3.3-1 OPER8180 100.00 2.35 11.42 3.93 26.74 1.42 1.25 Eq. 3.3.3-1 TUBE|008 *B3_1 *B3_2 ~TUBE OPER8090 0.04 2.35 11.80 1.35 26.74 0.14 1.21 Eq. 3.3.3-1 OPER8135 0.04 2.35 11.55 3.53 26.74 1.18 1.24 Eq. 3.3.3-1 OPER8180 0.04 2.35 11.44 3.92 26.74 1.34 1.25 Eq. 3.3.3-1 OPER8090 50.02 2.35 11.80 1.38 26.74 0.14 1.21 Eq. 3.3.3-1 OPER8135 50.02 2.35 11.55 3.37 26.74 1.18 1.24 Eq. 3.3.3-1 OPER8180 50.02 2.35 11.44 3.59 26.74 1.34 1.24 Eq. 3.3.3-1 OPER8090 100.00 2.35 11.80 1.41 26.74 0.14 1.21 Eq. 3.3.3-1 OPER8135 100.00 2.35 11.55 3.21 26.74 1.18 1.24 Eq. 3.3.3-1 OPER8180 100.00 2.35 11.44 3.25 26.74 1.34 1.24 Eq. 3.3.3-1 TUBE|009 *B3_2 *B3_3 ~TUBE OPER8090 0.04 2.35 11.80 1.42 26.74 0.10 1.21 Eq. 3.3.3-1 OPER8135 0.04 2.35 11.57 3.63 26.74 0.90 1.25 Eq. 3.3.3-1 OPER8180 0.04 2.35 11.51 3.74 26.74 1.14 1.25 Eq. 3.3.3-1 OPER8090 50.02 2.35 11.80 1.44 26.74 0.10 1.21 Eq. 3.3.3-1 OPER8135 50.02 2.35 11.57 3.30 26.74 0.90 1.24 Eq. 3.3.3-1 OPER8180 50.02 2.35 11.51 3.28 26.74 1.14 1.24 Eq. 3.3.3-1 OPER8090 100.00 2.35 11.80 1.47 26.74 0.10 1.22 Eq. 3.3.3-1 OPER8135 100.00 2.35 11.57 2.97 26.74 0.90 1.24 Eq. 3.3.3-1 OPER8180 100.00 2.35 11.51 2.82 26.74 1.14 1.23 Eq. 3.3.3-1 TUBE|010 *B3_3 *B3_4 ~TUBE OPER8090 0.04 2.35 11.79 1.34 26.74 0.32 1.21 Eq. 3.3.3-1 OPER8135 0.04 2.35 11.64 3.25 26.74 0.56 1.24 Eq. 3.3.3-1 OPER8180 0.04 2.35 11.59 3.18 26.74 0.86 1.24 Eq. 3.3.3-1 OPER8090 50.02 2.35 11.79 1.37 26.74 0.32 1.21 Eq. 3.3.3-1 OPER8135 50.02 2.35 11.64 2.78 26.74 0.56 1.23 Eq. 3.3.3-1 OPER8180 50.02 2.35 11.59 2.55 26.74 0.86 1.23 Eq. 3.3.3-1 OPER8090 100.00 2.35 11.79 1.39 26.74 0.32 1.21 Eq. 3.3.3-1 OPER8135 100.00 2.35 11.64 2.73 26.74 0.56 1.23 Eq. 3.3.3-1 OPER8180 100.00 2.35 11.59 2.54 26.74 0.86 1.23 Eq. 3.3.3-1 TUBE|011 *B3_4 *B3_E ~TUBE OPER8090 0.04 2.35 11.79 1.17 26.74 0.52 1.21 Eq. 3.3.3-1 OPER8135 0.04 2.35 11.69 2.84 26.74 0.47 1.24 Eq. 3.3.3-1 OPER8180 0.04 2.35 11.68 2.81 26.74 0.70 1.23 Eq. 3.3.3-1 OPER8090 50.02 2.35 11.79 1.21 26.74 0.52 1.21 Eq. 3.3.3-1 OPER8135 50.02 2.35 11.69 2.83 26.74 0.47 1.24 Eq. 3.3.3-1 OPER8180 50.02 2.35 11.68 2.80 26.74 0.70 1.23 Eq. 3.3.3-1 OPER8090 100.00 2.35 11.79 1.24 26.74 0.52 1.21 Eq. 3.3.3-1 OPER8135 100.00 2.35 11.69 2.83 26.74 0.47 1.24 Eq. 3.3.3-1 OPER8180 100.00 2.35 11.68 3.45 26.74 0.70 1.25 Eq. 3.3.3-1 TUBE|012 *B4_S *B4_1 ~TUBE OPER8090 0.03 2.93 11.82 2.35 26.74 0.57 1.30 Eq. 3.3.3-1 OPER8135 0.03 2.93 11.70 46.41 26.74 0.51 2.25 Sec. 3.3.4 OPER8180 0.03 2.93 11.65 65.97 26.74 0.66 2.72 Eq. 3.3.3-1 Page 17 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE|012 *B4_S *B4_1 ~TUBE OPER8090 50.01 2.93 11.82 2.36 26.74 0.57 1.30 Eq. 3.3.3-1 OPER8135 50.01 2.93 11.70 47.37 26.74 0.51 2.25 Eq. 3.3.3-1 OPER8180 50.01 2.93 11.65 67.31 26.74 0.66 2.75 Eq. 3.3.3-1 OPER8090 100.00 2.93 11.82 2.38 26.74 0.57 1.30 Eq. 3.3.3-1 OPER8135 100.00 2.93 11.70 48.33 26.74 0.51 2.27 Eq. 3.3.3-1 OPER8180 100.00 2.93 11.65 68.65 26.74 0.66 2.78 Eq. 3.3.3-1 TUBE|013 *B4_1 *B4_2 ~TUBE OPER8090 0.03 2.93 11.82 2.38 26.74 0.45 1.30 Eq. 3.3.3-1 OPER8135 0.03 2.93 11.63 48.33 26.74 0.39 2.27 Eq. 3.3.3-1 OPER8180 0.03 2.93 11.54 68.65 26.74 0.51 2.78 Eq. 3.3.3-1 OPER8090 50.01 2.93 11.82 2.35 26.74 0.45 1.30 Eq. 3.3.3-1 OPER8135 50.01 2.93 11.63 49.09 26.74 0.39 2.29 Eq. 3.3.3-1 OPER8180 50.01 2.93 11.54 69.67 26.74 0.51 2.81 Eq. 3.3.3-1 OPER8090 100.00 2.93 11.82 2.31 26.74 0.45 1.30 Eq. 3.3.3-1 OPER8135 100.00 2.93 11.63 49.84 26.74 0.39 2.31 Eq. 3.3.3-1 OPER8180 100.00 2.93 11.54 70.69 26.74 0.51 2.83 Eq. 3.3.3-1 TUBE|014 *B4_2 *B4_3 ~TUBE OPER8090 0.03 2.93 11.82 2.32 26.74 0.29 1.30 Eq. 3.3.3-1 OPER8135 0.03 2.93 11.56 49.84 26.74 0.21 2.31 Eq. 3.3.3-1 OPER8180 0.03 2.93 11.45 70.69 26.74 0.28 2.83 Eq. 3.3.3-1 OPER8090 50.01 2.93 11.82 2.23 26.74 0.29 1.30 Eq. 3.3.3-1 OPER8135 50.01 2.93 11.56 50.27 26.74 0.21 2.32 Eq. 3.3.3-1 OPER8180 50.01 2.93 11.45 71.23 26.74 0.28 2.85 Eq. 3.3.3-1 OPER8090 100.00 2.93 11.82 2.15 26.74 0.29 1.29 Eq. 3.3.3-1 OPER8135 100.00 2.93 11.56 50.70 26.74 0.21 2.33 Eq. 3.3.3-1 OPER8180 100.00 2.93 11.45 71.77 26.74 0.28 2.86 Eq. 3.3.3-1 TUBE|015 *B4_3 *B4_E ~TUBE OPER8090 0.03 2.93 11.81 2.22 26.74 0.11 1.30 Eq. 3.3.3-1 OPER8135 0.03 2.93 11.54 50.70 26.74 0.05 2.33 Eq. 3.3.3-1 OPER8180 0.03 2.93 11.44 71.77 26.74 0.07 2.86 Eq. 3.3.3-1 OPER8090 50.01 2.93 11.81 2.08 26.74 0.11 1.29 Eq. 3.3.3-1 OPER8135 50.01 2.93 11.54 50.74 26.74 0.05 2.33 Eq. 3.3.3-1 OPER8180 50.01 2.93 11.44 71.76 26.74 0.07 2.86 Eq. 3.3.3-1 OPER8090 100.00 2.93 11.81 1.95 26.74 0.11 1.29 Eq. 3.3.3-1 OPER8135 100.00 2.93 11.54 50.79 26.74 0.05 2.33 Eq. 3.3.3-1 OPER8180 100.00 2.93 11.44 71.75 26.74 0.07 2.86 Eq. 3.3.3-1 TUBE|016 *VALVE *CLAMP ~TUBE OPER8090 0.02 4.81 12.57 0.00 28.26 0.00 1.58 Eq. 3.3.3-1 OPER8135 0.02 4.81 12.57 0.00 28.26 0.00 1.58 Eq. 3.3.3-1 OPER8180 0.02 4.81 12.57 0.00 28.26 0.00 1.58 Eq. 3.3.3-1 OPER8090 50.01 4.81 12.57 0.00 28.26 0.00 1.58 Eq. 3.3.3-1 OPER8135 50.01 4.81 12.57 0.00 28.26 0.00 1.58 Eq. 3.3.3-1 OPER8180 50.01 4.81 12.57 0.00 28.26 0.00 1.58 Eq. 3.3.3-1 OPER8090 100.00 4.81 12.56 0.00 28.26 0.00 1.58 Eq. 3.3.3-1 OPER8135 100.00 4.81 12.56 0.00 28.26 0.00 1.58 Eq. 3.3.3-1 OPER8180 100.00 4.81 12.56 0.00 28.26 0.00 1.58 Eq. 3.3.3-1 TUBE|017 *CLAMP *B1_S ~TUBE OPER8090 0.01 5.58 7.78 0.00 28.26 0.51 1.62 Eq. 3.3.3-1 OPER8135 0.01 5.58 7.61 0.00 28.26 0.95 1.62 Eq. 3.3.3-1 OPER8180 0.01 5.58 7.51 0.00 28.26 1.30 1.62 Eq. 3.3.3-1 OPER8090 50.01 5.58 7.77 1.99 28.26 0.51 1.65 Eq. 3.3.3-1 OPER8135 50.01 5.58 7.60 4.18 28.26 0.95 1.67 Eq. 3.3.3-1 OPER8180 50.01 5.58 7.50 5.36 28.26 1.30 1.69 Eq. 3.3.3-1 OPER8090 100.00 5.58 7.76 3.97 28.26 0.51 1.67 Eq. 3.3.3-1 OPER8135 100.00 5.58 7.59 8.36 28.26 0.95 3.09 Sec. 3.3.4 OPER8180 100.00 5.58 7.49 10.72 28.26 1.30 3.09 Sec. 3.3.4 Page 18 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE|018 *B1_E *SC1 ~TUBE OPER8090 0.01 6.63 7.79 3.95 28.26 0.56 1.74 Eq. 3.3.3-1 OPER8135 0.01 6.63 7.62 9.11 28.26 1.05 3.23 Sec. 3.3.4 OPER8180 0.01 6.63 7.49 11.80 28.26 1.43 3.23 Sec. 3.3.4 OPER8090 50.01 6.63 7.77 1.19 28.26 0.63 1.71 Eq. 3.3.3-1 OPER8135 50.01 6.63 7.60 12.79 28.26 1.00 3.23 Sec. 3.3.4 OPER8180 50.01 6.63 7.48 17.53 28.26 1.39 3.23 Sec. 3.3.4 OPER8090 100.00 6.63 7.76 1.93 28.26 0.71 1.72 Eq. 3.3.3-1 OPER8135 100.00 6.63 7.59 16.83 28.26 0.95 3.23 Sec. 3.3.4 OPER8180 100.00 6.63 7.46 23.15 28.26 1.32 3.23 Sec. 3.3.4 TUBE|019 *SC1 *SC2 ~TUBE OPER8090 0.00 51.07 7.84 1.93 28.26 0.42 1.79 Eq. 3.3.3-1 OPER8135 0.00 51.07 7.68 16.83 28.26 0.95 3.39 Sec. 3.3.4 OPER8180 0.00 51.07 7.56 23.29 28.26 1.34 3.39 Sec. 3.3.4 OPER8090 50.00 51.07 7.74 3.78 28.15 0.07 1.81 Eq. 3.3.3-1 OPER8135 50.00 51.07 7.57 40.51 28.15 0.67 3.37 Sec. 3.3.4 OPER8180 50.00 51.07 7.46 56.92 28.15 0.93 3.37 Sec. 3.3.4 OPER8090 100.00 51.07 7.64 5.61 28.05 0.44 1.83 Eq. 3.3.3-1 OPER8135 100.00 51.07 7.47 53.59 28.05 0.62 3.36 Sec. 3.3.4 OPER8180 100.00 51.07 7.36 75.53 28.05 0.72 3.36 Sec. 3.3.4 TUBE|020 *SC2 *SC3 ~TUBE OPER8090 0.00 61.39 8.20 5.61 28.05 0.35 1.83 Eq. 3.3.3-1 OPER8135 0.00 61.39 8.03 53.59 28.05 0.60 3.36 Sec. 3.3.4 OPER8180 0.00 61.39 7.92 75.53 28.05 0.72 3.36 Sec. 3.3.4 OPER8090 50.00 61.39 8.08 2.41 27.86 0.02 1.78 Eq. 3.3.3-1 OPER8135 50.00 61.39 7.91 58.94 27.86 0.45 3.34 Sec. 3.3.4 OPER8180 50.00 61.39 7.80 83.13 27.86 0.61 3.42 Eq. 3.3.3-1 OPER8090 100.00 61.39 7.96 2.85 27.68 0.20 1.77 Eq. 3.3.3-1 OPER8135 100.00 61.39 7.80 56.15 27.68 0.53 3.32 Sec. 3.3.4 OPER8180 100.00 61.39 7.69 79.10 27.68 0.67 3.32 Sec. 3.3.4 TUBE|021 *SC3 *SC4 ~TUBE OPER8090 0.00 23.11 9.11 2.85 27.68 0.15 1.79 Eq. 3.3.3-1 OPER8135 0.00 23.11 8.93 56.15 27.68 0.56 3.32 Sec. 3.3.4 OPER8180 0.00 23.11 8.83 79.10 27.68 0.72 3.34 Eq. 3.3.3-1 OPER8090 50.00 23.11 9.06 2.08 27.61 0.08 1.77 Eq. 3.3.3-1 OPER8135 50.00 23.11 8.89 53.52 27.61 0.56 3.31 Sec. 3.3.4 OPER8180 50.00 23.11 8.78 75.31 27.61 0.74 3.31 Sec. 3.3.4 OPER8090 100.00 23.11 9.02 2.26 27.55 0.02 1.77 Eq. 3.3.3-1 OPER8135 100.00 23.11 8.84 50.19 27.55 0.56 3.30 Sec. 3.3.4 OPER8180 100.00 23.11 8.74 70.49 27.55 0.76 3.30 Sec. 3.3.4 TUBE|022 *SC4 *SC5 ~TUBE OPER8090 0.00 48.52 10.40 2.26 27.55 0.01 1.79 Eq. 3.3.3-1 OPER8135 0.00 48.52 10.21 50.19 27.55 0.61 3.30 Sec. 3.3.4 OPER8180 0.00 48.52 10.11 70.49 27.55 0.84 3.30 Sec. 3.3.4 OPER8090 50.00 48.52 10.31 2.75 27.40 0.10 1.78 Eq. 3.3.3-1 OPER8135 50.00 48.52 10.12 41.25 27.40 0.65 3.28 Sec. 3.3.4 OPER8180 50.00 48.52 10.02 57.55 27.40 0.88 3.28 Sec. 3.3.4 OPER8090 100.00 48.52 10.23 6.48 27.26 0.18 1.83 Eq. 3.3.3-1 OPER8135 100.00 48.52 10.04 35.55 27.26 0.69 3.27 Sec. 3.3.4 OPER8180 100.00 48.52 9.93 45.69 27.26 0.91 3.27 Sec. 3.3.4 TUBE|023 *SC5 *B2_S ~TUBE OPER8090 0.00 78.39 12.13 6.48 27.26 0.13 1.86 Eq. 3.3.3-1 OPER8135 0.00 78.39 11.92 35.55 27.26 0.65 3.27 Sec. 3.3.4 OPER8180 0.00 78.39 11.82 45.69 27.26 0.87 3.27 Sec. 3.3.4 OPER8090 50.00 78.39 11.99 3.67 27.02 0.04 1.80 Eq. 3.3.3-1 OPER8135 50.00 78.39 11.79 9.96 27.02 0.66 1.89 Eq. 3.3.3-1 OPER8180 50.00 78.39 11.68 11.85 27.02 0.90 3.24 Sec. 3.3.4 Page 19 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE|023 *SC5 *B2_S ~TUBE OPER8090 100.00 78.39 11.86 4.19 26.79 0.01 1.79 Eq. 3.3.3-1 OPER8135 100.00 78.39 11.65 15.49 26.79 0.66 3.21 Sec. 3.3.4 OPER8180 100.00 78.39 11.55 24.63 26.79 0.91 3.21 Sec. 3.3.4 TUBE|024 *B2_E *B3_S ~TUBE OPER8090 0.00 40.05 11.80 3.30 26.74 0.45 1.77 Eq. 3.3.3-1 OPER8135 0.00 40.05 11.54 17.93 26.74 1.53 3.20 Sec. 3.3.4 OPER8180 0.00 40.05 11.42 28.38 26.74 1.64 3.20 Sec. 3.3.4 OPER8090 50.00 40.05 11.80 0.99 26.74 0.44 1.74 Eq. 3.3.3-1 OPER8135 50.00 40.05 11.54 9.39 26.74 1.54 1.86 Eq. 3.3.3-1 OPER8180 50.00 40.05 11.43 14.37 26.74 1.64 3.20 Sec. 3.3.4 OPER8090 100.00 40.05 11.80 1.02 26.74 0.44 1.74 Eq. 3.3.3-1 OPER8135 100.00 40.05 11.54 3.19 26.74 1.54 1.77 Eq. 3.3.3-1 OPER8180 100.00 40.05 11.43 3.87 26.74 1.64 1.78 Eq. 3.3.3-1 TUBE|025 *B3_E *B4_S ~TUBE OPER8090 0.00 65.61 11.79 1.12 26.74 0.61 1.74 Eq. 3.3.3-1 OPER8135 0.00 65.61 11.74 2.78 26.74 0.56 1.77 Eq. 3.3.3-1 OPER8180 0.00 65.61 11.73 3.49 26.74 0.70 1.78 Eq. 3.3.3-1 OPER8090 50.00 65.61 11.80 1.82 26.74 0.61 1.75 Eq. 3.3.3-1 OPER8135 50.00 65.61 11.74 23.71 26.74 0.56 3.20 Sec. 3.3.4 OPER8180 50.00 65.61 11.72 34.04 26.74 0.70 3.20 Sec. 3.3.4 OPER8090 100.00 65.61 11.81 2.35 26.74 0.61 1.76 Eq. 3.3.3-1 OPER8135 100.00 65.61 11.75 46.41 26.74 0.56 3.20 Sec. 3.3.4 OPER8180 100.00 65.61 11.72 65.97 26.74 0.70 3.20 Sec. 3.3.4 TUBE|026 *B4_E *PNT1 ~TUBE OPER8090 0.00 74.52 11.80 1.96 26.74 0.06 1.76 Eq. 3.3.3-1 OPER8135 0.00 74.52 11.54 50.78 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 0.00 74.52 11.44 71.75 26.74 0.14 3.20 Sec. 3.3.4 OPER8090 50.00 74.52 11.81 2.08 26.74 0.06 1.76 Eq. 3.3.3-1 OPER8135 50.00 74.52 11.54 46.77 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 50.00 74.52 11.46 64.25 26.74 0.14 3.20 Sec. 3.3.4 OPER8090 100.00 74.52 11.81 6.94 26.74 0.08 1.83 Eq. 3.3.3-1 OPER8135 100.00 74.52 11.54 42.76 26.74 0.10 3.20 Sec. 3.3.4 OPER8180 100.00 74.52 11.47 56.76 26.74 0.14 3.20 Sec. 3.3.4 TUBE|027 *PNT1 *PNT2 ~TUBE OPER8090 0.00 82.02 11.82 6.95 26.74 0.08 1.83 Eq. 3.3.3-1 OPER8135 0.00 82.02 11.53 42.76 26.74 0.10 3.20 Sec. 3.3.4 OPER8180 0.00 82.02 11.48 56.74 26.74 0.14 3.20 Sec. 3.3.4 OPER8090 50.00 82.02 11.82 8.06 26.74 0.05 1.85 Eq. 3.3.3-1 OPER8135 50.00 82.02 11.53 38.34 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 50.00 82.02 11.49 48.81 26.74 0.13 3.20 Sec. 3.3.4 OPER8090 100.00 82.02 11.82 10.55 26.74 0.04 1.89 Eq. 3.3.3-1 OPER8135 100.00 82.02 11.53 33.92 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 100.00 82.02 11.50 41.56 26.74 0.12 3.20 Sec. 3.3.4 TUBE|028 *PNT2 *PNT3 ~TUBE OPER8090 0.00 82.02 11.83 10.55 26.74 0.04 1.89 Eq. 3.3.3-1 OPER8135 0.00 82.02 11.53 33.92 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 0.00 82.02 11.51 41.56 26.74 0.12 3.20 Sec. 3.3.4 OPER8090 50.00 82.02 11.83 12.15 26.74 0.02 3.20 Sec. 3.3.4 OPER8135 50.00 82.02 11.54 29.51 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 50.00 82.02 11.51 35.00 26.74 0.11 3.20 Sec. 3.3.4 OPER8090 100.00 82.02 11.83 12.82 26.74 0.04 3.20 Sec. 3.3.4 OPER8135 100.00 82.02 11.54 25.09 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 100.00 82.02 11.52 29.13 26.74 0.10 3.20 Sec. 3.3.4 TUBE|029 *PNT3 *PNT4 ~TUBE OPER8090 0.00 82.02 11.84 12.83 26.74 0.03 3.20 Sec. 3.3.4 OPER8135 0.00 82.02 11.54 25.09 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 0.00 82.02 11.52 29.13 26.74 0.10 3.20 Sec. 3.3.4 Page 20 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE|029 *PNT3 *PNT4 ~TUBE OPER8090 50.00 82.02 11.84 12.58 26.74 0.01 3.20 Sec. 3.3.4 OPER8135 50.00 82.02 11.55 20.67 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 50.00 82.02 11.52 23.84 26.74 0.09 3.20 Sec. 3.3.4 OPER8090 100.00 82.02 11.84 11.41 26.74 0.03 1.90 Eq. 3.3.3-1 OPER8135 100.00 82.02 11.56 16.26 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 100.00 82.02 11.53 18.94 26.74 0.08 3.20 Sec. 3.3.4 TUBE|030 *PNT4 *PNT5 ~TUBE OPER8090 0.00 82.02 11.84 11.41 26.74 0.03 1.90 Eq. 3.3.3-1 OPER8135 0.00 82.02 11.56 16.26 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 0.00 82.02 11.53 18.94 26.74 0.08 3.20 Sec. 3.3.4 OPER8090 50.00 82.02 11.85 9.38 26.74 0.04 1.87 Eq. 3.3.3-1 OPER8135 50.00 82.02 11.57 11.84 26.74 0.08 3.20 Sec. 3.3.4 OPER8180 50.00 82.02 11.52 14.24 26.74 0.08 3.20 Sec. 3.3.4 OPER8090 100.00 82.02 11.85 6.68 26.74 0.05 1.82 Eq. 3.3.3-1 OPER8135 100.00 82.02 11.58 7.42 26.74 0.08 1.83 Eq. 3.3.3-1 OPER8180 100.00 82.02 11.52 9.61 26.74 0.08 1.86 Eq. 3.3.3-1 TUBE|031 *PNT5 *EOP ~TUBE OPER8090 0.00 82.02 11.85 6.68 26.74 0.05 1.82 Eq. 3.3.3-1 OPER8135 0.00 82.02 11.58 7.42 26.74 0.08 1.83 Eq. 3.3.3-1 OPER8180 0.00 82.02 11.52 9.60 26.74 0.08 1.86 Eq. 3.3.3-1 OPER8090 50.00 82.02 11.85 3.50 26.74 0.06 1.78 Eq. 3.3.3-1 OPER8135 50.00 82.02 11.59 3.17 26.74 0.06 1.77 Eq. 3.3.3-1 OPER8180 50.00 82.02 11.51 4.91 26.74 0.08 1.79 Eq. 3.3.3-1 OPER8090 100.00 82.02 11.85 0.00 26.74 0.06 1.73 Eq. 3.3.3-1 OPER8135 100.00 82.02 11.59 0.52 26.74 0.03 1.73 Eq. 3.3.3-1 OPER8180 100.00 82.02 11.51 0.01 26.74 0.09 1.73 Eq. 3.3.3-1 Page 21 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *B1_1 STILL 0.031 0.002 -0.001 0.000 -0.025 0.072 *B1_E STILL 0.033 0.002 -0.001 0.000 -0.025 0.072 *B1_S STILL 0.029 0.002 -0.001 0.001 -0.025 0.072 *B2_1 STILL 2.221 -2.710 -0.268 -0.247 -0.088 0.065 *B2_2 STILL 2.254 -2.812 -0.280 -0.252 -0.090 0.066 *B2_3 STILL 2.270 -2.864 -0.287 -0.257 -0.093 0.066 *B2_E STILL 2.266 -2.858 -0.288 -0.263 -0.096 0.066 *B2_S STILL 2.177 -2.575 -0.254 -0.242 -0.087 0.065 *B3_1 STILL 2.059 -2.314 -0.018 -0.329 -0.191 0.065 *B3_2 STILL 2.036 -2.293 -0.069 -0.332 -0.198 0.065 *B3_3 STILL 2.007 -2.280 -0.173 -0.334 -0.207 0.065 *B3_4 STILL 1.975 -2.276 -0.321 -0.335 -0.216 0.064 *B3_E STILL 1.944 -2.282 -0.502 -0.335 -0.225 0.064 *B3_S STILL 2.075 -2.342 -0.024 -0.326 -0.184 0.065 *B4_1 STILL 1.116 -2.584 -5.907 -0.220 -0.451 0.057 *B4_2 STILL 1.083 -2.576 -5.966 -0.218 -0.461 0.056 *B4_3 STILL 1.055 -2.556 -5.899 -0.216 -0.469 0.056 *B4_E STILL 1.036 -2.527 -5.715 -0.214 -0.476 0.055 *B4_S STILL 1.151 -2.578 -5.735 -0.224 -0.442 0.057 *CLAMP STILL -0.000 0.000 -0.000 0.002 -0.025 0.072 *EOP STILL 0.000 0.000 -0.000 -0.327 -0.146 0.013 *PNT1 STILL 0.764 -1.808 -0.086 -0.273 -0.303 0.043 *PNT2 STILL 0.528 -1.207 -0.005 -0.354 -0.069 0.032 *PNT3 STILL 0.348 -0.766 -0.041 -0.334 -0.127 0.024 *PNT4 STILL 0.209 -0.444 -0.031 -0.338 -0.115 0.017 *PNT5 STILL 0.098 -0.202 -0.039 -0.339 -0.110 0.014 *SC1 STILL 0.056 0.000 -0.001 -0.002 -0.025 0.071 *SC2 STILL 0.251 -0.002 -0.003 0.000 -0.028 0.071 *SC3 STILL 0.565 -0.005 -0.000 0.000 -0.038 0.070 *SC4 STILL 0.721 0.011 0.004 0.010 -0.043 0.070 *SC5 STILL 1.143 -0.013 0.009 -0.050 -0.057 0.068 *VALVE STILL -0.025 -0.002 -0.000 0.002 -0.025 0.072 Page 22 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 1 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 2 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 3 CYLINDER BUCKLING CHECK DETAIL . . . . . . . . . . . . 4 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 6 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 7 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 8 CYLINDER BUCKLING CHECK DETAIL . . . . . . . . . . . . 9 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 11 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 13 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 14 CYLINDER BUCKLING CHECK DETAIL . . . . . . . . . . . . 15 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 21 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 22