Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $VLW|247 *J1003 *B05050T ~$VLWAY T1 0.00 0.00 0.00 0.00 0.00 0.00 T2 0.00 0.00 0.00 0.00 0.00 0.00 T3 0.00 0.00 0.00 0.00 0.00 0.00 T4 0.00 0.00 0.00 0.00 0.00 0.00 T5 0.00 0.00 0.00 0.00 0.00 0.00 T6 0.00 0.00 0.00 0.00 0.00 0.00 T7 0.00 0.00 0.00 0.00 0.00 0.00 T8 0.00 0.00 0.00 0.00 0.00 0.00 T9 0.00 0.00 0.00 0.00 0.00 0.00 $VLW|248 *J0903 *$LWP002 ~$VLWAY T1 0.00 0.00 506.42 0.00 0.00 0.00 T2 0.00 0.00 477.20 0.00 0.00 0.00 T3 0.00 0.00 475.09 0.00 0.00 0.00 T4 0.00 0.00 500.95 0.00 0.00 0.00 T5 0.00 0.00 544.88 0.00 0.00 0.00 T6 0.00 0.00 590.04 0.00 0.00 0.00 T7 0.00 0.00 619.27 0.00 0.00 0.00 T8 0.00 0.00 621.37 0.00 0.00 0.00 T9 0.00 0.00 595.51 0.00 0.00 0.00 $VLW|249 *J0803 *$LWP003 ~$VLWAY T1 0.00 0.00 504.13 0.00 0.00 0.00 T2 0.00 0.00 476.44 0.00 0.00 0.00 T3 0.00 0.00 474.19 0.00 0.00 0.00 T4 0.00 0.00 498.28 0.00 0.00 0.00 T5 0.00 0.00 539.49 0.00 0.00 0.00 T6 0.00 0.00 582.03 0.00 0.00 0.00 T7 0.00 0.00 609.72 0.00 0.00 0.00 T8 0.00 0.00 611.97 0.00 0.00 0.00 T9 0.00 0.00 587.87 0.00 0.00 0.00 $VLW|250 *J0703 *$LWP004 ~$VLWAY T1 0.00 0.00 501.69 0.00 0.00 0.00 T2 0.00 0.00 472.75 0.00 0.00 0.00 T3 0.00 0.00 470.60 0.00 0.00 0.00 T4 0.00 0.00 496.10 0.00 0.00 0.00 T5 0.00 0.00 539.50 0.00 0.00 0.00 T6 0.00 0.00 584.16 0.00 0.00 0.00 T7 0.00 0.00 613.10 0.00 0.00 0.00 T8 0.00 0.00 615.25 0.00 0.00 0.00 T9 0.00 0.00 589.74 0.00 0.00 0.00 $VLW|251 *J0603 *B25050T ~$VLWAY T1 0.00 0.00 0.00 0.00 0.00 0.00 T2 0.00 0.00 0.00 0.00 0.00 0.00 T3 0.00 0.00 0.00 0.00 0.00 0.00 T4 0.00 0.00 0.00 0.00 0.00 0.00 T5 0.00 0.00 0.00 0.00 0.00 0.00 T6 0.00 0.00 0.00 0.00 0.00 0.00 T7 0.00 0.00 0.00 0.00 0.00 0.00 T8 0.00 0.00 0.00 0.00 0.00 0.00 T9 0.00 0.00 0.00 0.00 0.00 0.00 $VLW|259 *J1001 *B05050T ~$VLWAY T1 0.00 0.00 0.00 0.00 0.00 0.00 T2 0.00 0.00 0.00 0.00 0.00 0.00 T3 0.00 0.00 0.00 0.00 0.00 0.00 T4 0.00 0.00 0.00 0.00 0.00 0.00 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $VLW|259 *J1001 *B05050T ~$VLWAY T5 0.00 0.00 0.00 0.00 0.00 0.00 T6 0.00 0.00 0.00 0.00 0.00 0.00 T7 0.00 0.00 0.00 0.00 0.00 0.00 T8 0.00 0.00 0.00 0.00 0.00 0.00 T9 0.00 0.00 0.00 0.00 0.00 0.00 $VLW|260 *J0901 *$LWS002 ~$VLWAY T1 0.00 0.00 494.76 0.00 0.00 0.00 T2 0.00 0.00 466.32 0.00 0.00 0.00 T3 0.00 0.00 464.37 0.00 0.00 0.00 T4 0.00 0.00 489.68 0.00 0.00 0.00 T5 0.00 0.00 532.58 0.00 0.00 0.00 T6 0.00 0.00 576.63 0.00 0.00 0.00 T7 0.00 0.00 605.08 0.00 0.00 0.00 T8 0.00 0.00 607.03 0.00 0.00 0.00 T9 0.00 0.00 581.71 0.00 0.00 0.00 $VLW|261 *J0801 *$LWS003 ~$VLWAY T1 0.00 0.00 747.66 0.00 0.00 0.00 T2 0.00 0.00 720.00 0.00 0.00 0.00 T3 0.00 0.00 717.62 0.00 0.00 0.00 T4 0.00 0.00 741.48 0.00 0.00 0.00 T5 0.00 0.00 782.42 0.00 0.00 0.00 T6 0.00 0.00 824.79 0.00 0.00 0.00 T7 0.00 0.00 852.45 0.00 0.00 0.00 T8 0.00 0.00 854.82 0.00 0.00 0.00 T9 0.00 0.00 830.97 0.00 0.00 0.00 $VLW|262 *J0701 *$LWS004 ~$VLWAY T1 0.00 0.00 256.76 0.00 0.00 0.00 T2 0.00 0.00 229.33 0.00 0.00 0.00 T3 0.00 0.00 227.42 0.00 0.00 0.00 T4 0.00 0.00 251.81 0.00 0.00 0.00 T5 0.00 0.00 293.15 0.00 0.00 0.00 T6 0.00 0.00 335.61 0.00 0.00 0.00 T7 0.00 0.00 363.05 0.00 0.00 0.00 T8 0.00 0.00 364.96 0.00 0.00 0.00 T9 0.00 0.00 340.57 0.00 0.00 0.00 $VLW|263 *J0601 *B25050T ~$VLWAY T1 0.00 0.00 0.00 0.00 0.00 0.00 T2 0.00 0.00 0.00 0.00 0.00 0.00 T3 0.00 0.00 0.00 0.00 0.00 0.00 T4 0.00 0.00 0.00 0.00 0.00 0.00 T5 0.00 0.00 0.00 0.00 0.00 0.00 T6 0.00 0.00 0.00 0.00 0.00 0.00 T7 0.00 0.00 0.00 0.00 0.00 0.00 T8 0.00 0.00 0.00 0.00 0.00 0.00 T9 0.00 0.00 0.00 0.00 0.00 0.00 $B00050B *B00050B ~$WAT001 T1 0.26 2.22 8.80 0.00 0.00 0.00 T2 0.26 3.98 8.78 0.00 0.00 0.00 T3 0.26 4.11 8.76 0.00 0.00 0.00 T4 0.26 2.57 8.76 0.00 0.00 0.00 T5 0.26 -0.05 8.76 0.00 0.00 0.00 T6 0.26 -2.77 8.78 0.00 0.00 0.00 T7 0.26 -4.52 8.80 0.00 0.00 0.00 T8 0.26 -4.65 8.82 0.00 0.00 0.00 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $B00050B *B00050B ~$WAT001 T9 0.26 -3.11 8.82 0.00 0.00 0.00 $B00050T *B00050T ~$WAT001 T1 1.22 1.31 8.81 0.00 0.00 0.00 T2 1.22 1.12 8.79 0.00 0.00 0.00 T3 1.22 1.09 8.78 0.00 0.00 0.00 T4 1.22 1.24 8.77 0.00 0.00 0.00 T5 1.22 1.51 8.78 0.00 0.00 0.00 T6 1.22 1.78 8.80 0.00 0.00 0.00 T7 1.22 1.97 8.82 0.00 0.00 0.00 T8 1.22 2.00 8.84 0.00 0.00 0.00 T9 1.22 1.85 8.84 0.00 0.00 0.00 $B02050B *B02050B ~$WAT001 T1 -2.10 -1.07 4.70 0.00 0.00 0.00 T2 -2.10 -0.73 4.68 0.00 0.00 0.00 T3 -2.09 -0.68 4.68 0.00 0.00 0.00 T4 -2.09 -0.96 4.68 0.00 0.00 0.00 T5 -2.08 -1.45 4.69 0.00 0.00 0.00 T6 -2.08 -1.96 4.71 0.00 0.00 0.00 T7 -2.09 -2.30 4.72 0.00 0.00 0.00 T8 -2.09 -2.35 4.73 0.00 0.00 0.00 T9 -2.10 -2.07 4.73 0.00 0.00 0.00 $B02050T *B02050T ~$WAT001 T1 1.18 1.06 4.75 0.00 0.00 0.00 T2 1.18 0.85 4.74 0.00 0.00 0.00 T3 1.18 0.82 4.73 0.00 0.00 0.00 T4 1.18 0.99 4.73 0.00 0.00 0.00 T5 1.18 1.29 4.75 0.00 0.00 0.00 T6 1.18 1.59 4.76 0.00 0.00 0.00 T7 1.18 1.79 4.78 0.00 0.00 0.00 T8 1.18 1.82 4.78 0.00 0.00 0.00 T9 1.18 1.65 4.78 0.00 0.00 0.00 $B02450B *B02450B ~$WAT001 T1 -2.46 -1.55 3.87 0.00 0.00 0.00 T2 -2.46 -1.38 3.86 0.00 0.00 0.00 T3 -2.45 -1.35 3.85 0.00 0.00 0.00 T4 -2.45 -1.46 3.86 0.00 0.00 0.00 T5 -2.44 -1.68 3.87 0.00 0.00 0.00 T6 -2.44 -1.90 3.89 0.00 0.00 0.00 T7 -2.45 -2.06 3.90 0.00 0.00 0.00 T8 -2.45 -2.10 3.91 0.00 0.00 0.00 T9 -2.46 -1.99 3.90 0.00 0.00 0.00 $B02450T *B02450T ~$WAT001 T1 1.16 1.01 3.92 0.00 0.00 0.00 T2 1.16 0.80 3.91 0.00 0.00 0.00 T3 1.16 0.77 3.90 0.00 0.00 0.00 T4 1.16 0.94 3.91 0.00 0.00 0.00 T5 1.16 1.24 3.92 0.00 0.00 0.00 T6 1.16 1.55 3.93 0.00 0.00 0.00 T7 1.16 1.76 3.95 0.00 0.00 0.00 T8 1.16 1.79 3.95 0.00 0.00 0.00 T9 1.16 1.61 3.95 0.00 0.00 0.00 $B02850B *B02850B ~$WAT001 T1 -2.66 -1.78 3.01 0.00 0.00 0.00 T2 -2.66 -1.71 3.00 0.00 0.00 0.00 T3 -2.65 -1.67 2.99 0.00 0.00 0.00 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $B02850B *B02850B ~$WAT001 T4 -2.65 -1.70 3.00 0.00 0.00 0.00 T5 -2.64 -1.78 3.01 0.00 0.00 0.00 T6 -2.64 -1.85 3.03 0.00 0.00 0.00 T7 -2.65 -1.92 3.04 0.00 0.00 0.00 T8 -2.66 -1.96 3.04 0.00 0.00 0.00 T9 -2.66 -1.93 3.04 0.00 0.00 0.00 $B02850T *B02850T ~$WAT001 T1 1.14 0.96 3.04 0.00 0.00 0.00 T2 1.14 0.74 3.03 0.00 0.00 0.00 T3 1.14 0.71 3.03 0.00 0.00 0.00 T4 1.14 0.89 3.04 0.00 0.00 0.00 T5 1.14 1.20 3.05 0.00 0.00 0.00 T6 1.14 1.51 3.07 0.00 0.00 0.00 T7 1.14 1.72 3.08 0.00 0.00 0.00 T8 1.14 1.75 3.08 0.00 0.00 0.00 T9 1.14 1.57 3.07 0.00 0.00 0.00 $B05050B *B05050B ~$WAT001 T1 -2.38 -1.49 -1.60 0.00 0.00 0.00 T2 -2.37 -1.49 -1.61 0.00 0.00 0.00 T3 -2.37 -1.47 -1.61 0.00 0.00 0.00 T4 -2.36 -1.45 -1.60 0.00 0.00 0.00 T5 -2.36 -1.43 -1.58 0.00 0.00 0.00 T6 -2.36 -1.42 -1.56 0.00 0.00 0.00 T7 -2.36 -1.42 -1.56 0.00 0.00 0.00 T8 -2.37 -1.44 -1.56 0.00 0.00 0.00 T9 -2.37 -1.46 -1.57 0.00 0.00 0.00 $B05050T *B05050T ~$WAT001 T1 0.87 0.68 -1.63 0.00 0.00 0.00 T2 0.87 0.45 -1.63 0.00 0.00 0.00 T3 0.87 0.43 -1.63 0.00 0.00 0.00 T4 0.87 0.62 -1.61 0.00 0.00 0.00 T5 0.87 0.95 -1.59 0.00 0.00 0.00 T6 0.87 1.28 -1.58 0.00 0.00 0.00 T7 0.87 1.50 -1.58 0.00 0.00 0.00 T8 0.87 1.53 -1.58 0.00 0.00 0.00 T9 0.87 1.34 -1.60 0.00 0.00 0.00 $B10050B *B10050B ~$WAT001 T1 -1.53 -0.85 -8.57 0.00 0.00 0.00 T2 -1.53 -1.00 -8.57 0.00 0.00 0.00 T3 -1.53 -1.00 -8.56 0.00 0.00 0.00 T4 -1.53 -0.87 -8.53 0.00 0.00 0.00 T5 -1.52 -0.65 -8.51 0.00 0.00 0.00 T6 -1.52 -0.40 -8.49 0.00 0.00 0.00 T7 -1.52 -0.25 -8.49 0.00 0.00 0.00 T8 -1.53 -0.24 -8.50 0.00 0.00 0.00 T9 -1.53 -0.38 -8.53 0.00 0.00 0.00 $B10050T *B10050T ~$WAT001 T1 0.44 0.07 -8.53 0.00 0.00 0.00 T2 0.44 -0.18 -8.53 0.00 0.00 0.00 T3 0.44 -0.20 -8.51 0.00 0.00 0.00 T4 0.44 0.01 -8.49 0.00 0.00 0.00 T5 0.44 0.38 -8.46 0.00 0.00 0.00 T6 0.44 0.75 -8.44 0.00 0.00 0.00 T7 0.44 1.00 -8.44 0.00 0.00 0.00 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $B10050T *B10050T ~$WAT001 T8 0.44 1.03 -8.46 0.00 0.00 0.00 T9 0.44 0.81 -8.49 0.00 0.00 0.00 $B15050B *B15050B ~$WAT001 T1 -0.48 -0.21 -12.11 0.00 0.00 0.00 T2 -0.48 -0.53 -12.11 0.00 0.00 0.00 T3 -0.48 -0.56 -12.09 0.00 0.00 0.00 T4 -0.48 -0.30 -12.06 0.00 0.00 0.00 T5 -0.47 0.15 -12.03 0.00 0.00 0.00 T6 -0.48 0.65 -12.01 0.00 0.00 0.00 T7 -0.48 0.97 -12.01 0.00 0.00 0.00 T8 -0.48 1.00 -12.03 0.00 0.00 0.00 T9 -0.48 0.74 -12.06 0.00 0.00 0.00 $B15050T *B15050T ~$WAT001 T1 0.18 -0.53 -12.10 0.00 0.00 0.00 T2 0.18 -0.80 -12.10 0.00 0.00 0.00 T3 0.18 -0.83 -12.08 0.00 0.00 0.00 T4 0.18 -0.59 -12.05 0.00 0.00 0.00 T5 0.18 -0.18 -12.02 0.00 0.00 0.00 T6 0.18 0.23 -12.00 0.00 0.00 0.00 T7 0.18 0.50 -12.01 0.00 0.00 0.00 T8 0.18 0.52 -12.03 0.00 0.00 0.00 T9 0.18 0.28 -12.06 0.00 0.00 0.00 $B20050B *B20050B ~$WAT001 T1 0.71 0.42 -12.12 0.00 0.00 0.00 T2 0.71 -0.08 -12.12 0.00 0.00 0.00 T3 0.71 -0.13 -12.11 0.00 0.00 0.00 T4 0.70 0.27 -12.08 0.00 0.00 0.00 T5 0.70 0.97 -12.05 0.00 0.00 0.00 T6 0.70 1.73 -12.04 0.00 0.00 0.00 T7 0.70 2.23 -12.04 0.00 0.00 0.00 T8 0.71 2.28 -12.05 0.00 0.00 0.00 T9 0.71 1.88 -12.08 0.00 0.00 0.00 $B20050T *B20050T ~$WAT001 T1 -0.08 -1.21 -12.09 0.00 0.00 0.00 T2 -0.08 -1.50 -12.09 0.00 0.00 0.00 T3 -0.08 -1.52 -12.07 0.00 0.00 0.00 T4 -0.08 -1.26 -12.04 0.00 0.00 0.00 T5 -0.08 -0.81 -12.01 0.00 0.00 0.00 T6 -0.08 -0.37 -11.99 0.00 0.00 0.00 T7 -0.08 -0.08 -11.99 0.00 0.00 0.00 T8 -0.08 -0.05 -12.01 0.00 0.00 0.00 T9 -0.08 -0.32 -12.04 0.00 0.00 0.00 $B25050B *B25050B ~$WAT001 T1 2.02 1.05 -8.00 0.00 0.00 0.00 T2 2.02 0.36 -8.01 0.00 0.00 0.00 T3 2.02 0.28 -8.00 0.00 0.00 0.00 T4 2.01 0.83 -7.98 0.00 0.00 0.00 T5 2.01 1.81 -7.96 0.00 0.00 0.00 T6 2.01 2.85 -7.94 0.00 0.00 0.00 T7 2.01 3.54 -7.94 0.00 0.00 0.00 T8 2.02 3.62 -7.95 0.00 0.00 0.00 T9 2.02 3.07 -7.97 0.00 0.00 0.00 $B25050T *B25050T ~$WAT001 T1 -0.72 -1.79 -8.03 0.00 0.00 0.00 T2 -0.72 -2.10 -8.03 0.00 0.00 0.00 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $B25050T *B25050T ~$WAT001 T3 -0.72 -2.12 -8.02 0.00 0.00 0.00 T4 -0.72 -1.83 -8.00 0.00 0.00 0.00 T5 -0.71 -1.36 -7.98 0.00 0.00 0.00 T6 -0.71 -0.88 -7.97 0.00 0.00 0.00 T7 -0.71 -0.57 -7.97 0.00 0.00 0.00 T8 -0.71 -0.55 -7.98 0.00 0.00 0.00 T9 -0.72 -0.84 -8.00 0.00 0.00 0.00 $B30050B *B30050B ~$WAT001 T1 2.94 1.68 2.59 0.00 0.00 0.00 T2 2.93 0.79 2.58 0.00 0.00 0.00 T3 2.93 0.69 2.57 0.00 0.00 0.00 T4 2.92 1.40 2.58 0.00 0.00 0.00 T5 2.92 2.66 2.59 0.00 0.00 0.00 T6 2.92 4.00 2.61 0.00 0.00 0.00 T7 2.93 4.89 2.62 0.00 0.00 0.00 T8 2.93 4.99 2.63 0.00 0.00 0.00 T9 2.94 4.28 2.62 0.00 0.00 0.00 $B30050T *B30050T ~$WAT001 T1 -1.60 -2.42 2.65 0.00 0.00 0.00 T2 -1.60 -2.75 2.64 0.00 0.00 0.00 T3 -1.60 -2.77 2.63 0.00 0.00 0.00 T4 -1.60 -2.46 2.64 0.00 0.00 0.00 T5 -1.60 -1.96 2.66 0.00 0.00 0.00 T6 -1.60 -1.45 2.67 0.00 0.00 0.00 T7 -1.60 -1.12 2.69 0.00 0.00 0.00 T8 -1.60 -1.10 2.69 0.00 0.00 0.00 T9 -1.60 -1.41 2.68 0.00 0.00 0.00 $B31250B *B31250B ~$WAT001 T1 3.06 1.83 5.98 0.00 0.00 0.00 T2 3.05 0.89 5.96 0.00 0.00 0.00 T3 3.05 0.79 5.95 0.00 0.00 0.00 T4 3.04 1.54 5.95 0.00 0.00 0.00 T5 3.04 2.87 5.96 0.00 0.00 0.00 T6 3.04 4.29 5.98 0.00 0.00 0.00 T7 3.05 5.23 6.00 0.00 0.00 0.00 T8 3.05 5.33 6.01 0.00 0.00 0.00 T9 3.06 4.58 6.01 0.00 0.00 0.00 $B31250T *B31250T ~$WAT001 T1 -1.71 -2.57 5.97 0.00 0.00 0.00 T2 -1.71 -2.91 5.95 0.00 0.00 0.00 T3 -1.71 -2.93 5.94 0.00 0.00 0.00 T4 -1.71 -2.62 5.94 0.00 0.00 0.00 T5 -1.71 -2.10 5.96 0.00 0.00 0.00 T6 -1.71 -1.59 5.98 0.00 0.00 0.00 T7 -1.71 -1.26 5.99 0.00 0.00 0.00 T8 -1.71 -1.24 6.00 0.00 0.00 0.00 T9 -1.71 -1.55 6.00 0.00 0.00 0.00 $B31950B *B31950B ~$WAT001 T1 1.93 2.53 7.61 0.00 0.00 0.00 T2 1.92 3.73 7.59 0.00 0.00 0.00 T3 1.92 3.81 7.58 0.00 0.00 0.00 T4 1.91 2.72 7.58 0.00 0.00 0.00 T5 1.91 0.89 7.59 0.00 0.00 0.00 T6 1.91 -0.98 7.61 0.00 0.00 0.00 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $B31950B *B31950B ~$WAT001 T7 1.92 -2.18 7.63 0.00 0.00 0.00 T8 1.92 -2.25 7.64 0.00 0.00 0.00 T9 1.93 -1.17 7.64 0.00 0.00 0.00 $B31950T *B31950T ~$WAT001 T1 -1.74 -2.65 7.69 0.00 0.00 0.00 T2 -1.74 -2.98 7.67 0.00 0.00 0.00 T3 -1.74 -3.01 7.66 0.00 0.00 0.00 T4 -1.74 -2.70 7.66 0.00 0.00 0.00 T5 -1.74 -2.18 7.67 0.00 0.00 0.00 T6 -1.74 -1.67 7.69 0.00 0.00 0.00 T7 -1.74 -1.34 7.71 0.00 0.00 0.00 T8 -1.74 -1.31 7.72 0.00 0.00 0.00 T9 -1.74 -1.63 7.72 0.00 0.00 0.00 $B33250B *B33250B ~$WAT001 T1 0.35 3.33 10.97 0.00 0.00 0.00 T2 0.35 6.46 10.94 0.00 0.00 0.00 T3 0.35 6.79 10.92 0.00 0.00 0.00 T4 0.35 4.21 10.92 0.00 0.00 0.00 T5 0.35 -0.31 10.93 0.00 0.00 0.00 T6 0.35 -5.04 10.95 0.00 0.00 0.00 T7 0.35 -8.17 10.98 0.00 0.00 0.00 T8 0.35 -8.50 11.00 0.00 0.00 0.00 T9 0.35 -5.92 11.00 0.00 0.00 0.00 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $VLW|247 *J1003 *B05050T ~$VLWAY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $VLW|248 *J0903 *$LWP002 ~$VLWAY 0.00 0.00 621.37 0.00 0.00 0.00 0.00 0.00 475.09 0.00 0.00 0.00 $VLW|249 *J0803 *$LWP003 ~$VLWAY 0.00 0.00 611.97 0.00 0.00 0.00 0.00 0.00 474.19 0.00 0.00 0.00 $VLW|250 *J0703 *$LWP004 ~$VLWAY 0.00 0.00 615.25 0.00 0.00 0.00 0.00 0.00 470.60 0.00 0.00 0.00 $VLW|251 *J0603 *B25050T ~$VLWAY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $VLW|259 *J1001 *B05050T ~$VLWAY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $VLW|260 *J0901 *$LWS002 ~$VLWAY 0.00 0.00 607.03 0.00 0.00 0.00 0.00 0.00 464.37 0.00 0.00 0.00 $VLW|261 *J0801 *$LWS003 ~$VLWAY 0.00 0.00 854.82 0.00 0.00 0.00 0.00 0.00 717.62 0.00 0.00 0.00 $VLW|262 *J0701 *$LWS004 ~$VLWAY 0.00 0.00 364.96 0.00 0.00 0.00 0.00 0.00 227.42 0.00 0.00 0.00 $VLW|263 *J0601 *B25050T ~$VLWAY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $B00050B *B00050B ~$WAT001 0.26 4.11 8.82 0.00 0.00 0.00 0.26 -4.65 8.76 0.00 0.00 0.00 $B00050T *B00050T ~$WAT001 1.22 2.00 8.84 0.00 0.00 0.00 1.22 1.09 8.77 0.00 0.00 0.00 $B02050B *B02050B ~$WAT001 -2.08 -0.68 4.73 0.00 0.00 0.00 -2.10 -2.35 4.68 0.00 0.00 0.00 $B02050T *B02050T ~$WAT001 1.18 1.82 4.78 0.00 0.00 0.00 1.18 0.82 4.73 0.00 0.00 0.00 $B02450B *B02450B ~$WAT001 -2.44 -1.35 3.91 0.00 0.00 0.00 -2.46 -2.10 3.85 0.00 0.00 0.00 $B02450T *B02450T ~$WAT001 1.16 1.79 3.95 0.00 0.00 0.00 1.16 0.77 3.90 0.00 0.00 0.00 $B02850B *B02850B ~$WAT001 -2.64 -1.67 3.04 0.00 0.00 0.00 -2.66 -1.96 2.99 0.00 0.00 0.00 $B02850T *B02850T ~$WAT001 1.14 1.75 3.08 0.00 0.00 0.00 1.14 0.71 3.03 0.00 0.00 0.00 $B05050B *B05050B ~$WAT001 -2.36 -1.42 -1.56 0.00 0.00 0.00 -2.38 -1.49 -1.61 0.00 0.00 0.00 $B05050T *B05050T ~$WAT001 0.87 1.53 -1.58 0.00 0.00 0.00 0.87 0.43 -1.63 0.00 0.00 0.00 $B10050B *B10050B ~$WAT001 -1.52 -0.24 -8.49 0.00 0.00 0.00 -1.53 -1.00 -8.57 0.00 0.00 0.00 $B10050T *B10050T ~$WAT001 0.44 1.03 -8.44 0.00 0.00 0.00 0.44 -0.20 -8.53 0.00 0.00 0.00 $B15050B *B15050B ~$WAT001 -0.47 1.00 -12.01 0.00 0.00 0.00 -0.48 -0.56 -12.11 0.00 0.00 0.00 $B15050T *B15050T ~$WAT001 0.18 0.52 -12.00 0.00 0.00 0.00 0.18 -0.83 -12.10 0.00 0.00 0.00 $B20050B *B20050B ~$WAT001 0.71 2.28 -12.04 0.00 0.00 0.00 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $B20050B *B20050B ~$WAT001 0.70 -0.13 -12.12 0.00 0.00 0.00 $B20050T *B20050T ~$WAT001 -0.08 -0.05 -11.99 0.00 0.00 0.00 -0.08 -1.52 -12.09 0.00 0.00 0.00 $B25050B *B25050B ~$WAT001 2.02 3.62 -7.94 0.00 0.00 0.00 2.01 0.28 -8.01 0.00 0.00 0.00 $B25050T *B25050T ~$WAT001 -0.71 -0.55 -7.97 0.00 0.00 0.00 -0.72 -2.12 -8.03 0.00 0.00 0.00 $B30050B *B30050B ~$WAT001 2.94 4.99 2.63 0.00 0.00 0.00 2.92 0.69 2.57 0.00 0.00 0.00 $B30050T *B30050T ~$WAT001 -1.60 -1.10 2.69 0.00 0.00 0.00 -1.60 -2.77 2.63 0.00 0.00 0.00 $B31250B *B31250B ~$WAT001 3.06 5.33 6.01 0.00 0.00 0.00 3.04 0.79 5.95 0.00 0.00 0.00 $B31250T *B31250T ~$WAT001 -1.71 -1.24 6.00 0.00 0.00 0.00 -1.71 -2.93 5.94 0.00 0.00 0.00 $B31950B *B31950B ~$WAT001 1.93 3.81 7.64 0.00 0.00 0.00 1.91 -2.25 7.58 0.00 0.00 0.00 $B31950T *B31950T ~$WAT001 -1.74 -1.31 7.72 0.00 0.00 0.00 -1.74 -3.01 7.66 0.00 0.00 0.00 $B33250B *B33250B ~$WAT001 0.35 6.79 11.00 0.00 0.00 0.00 0.35 -8.50 10.92 0.00 0.00 0.00 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 0D1|0166 *J1002 *J1054 ~0D1 T1 89.9 89.9 100.00 2.77 2.69 -3.00 -0.31 -0.29 0.28 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0D1|0167 *J1004 *J1056 ~0D1 T1 88.3 88.3 100.00 2.16 2.57 2.76 0.31 0.30 0.24 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0D2|0168 *J1044 *J1053 ~0D2 T1 66.5 66.5 100.00 0.43 1.24 1.30 0.14 -0.11 0.09 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0D2|0169 *J1046 *J1057 ~0D2 T1 64.3 64.3 100.00 0.13 1.20 -1.20 -0.14 0.11 0.07 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0D3|0170 *J1001 *J1044 ~0D3 T1 65.2 65.2 100.00 1.69 -3.95 -3.14 -0.46 -0.45 0.27 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0D3|0171 *J1003 *J1046 ~0D3 T1 63.0 63.0 100.00 2.21 -4.19 3.05 0.45 0.44 0.29 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0D4|0172 *J1035 *J1044 ~0D4 T1 37.4 37.4 100.00 0.39 -8.75 0.61 0.53 -0.54 0.34 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0D4|0173 *J1035 *J1046 ~0D4 T1 38.5 38.5 100.00 0.22 -7.91 -0.63 -0.59 -0.59 0.30 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0D5|0174 *J1054 *J1075 ~0D5 T1 73.7 73.7 0.00 -0.50 4.47 -0.62 0.06 -0.07 0.19 Eq. 3.3.1-2 1.155 1.155 16.04 27.00 27.00 14.40 14.40 0D5|0175 *J1056 *J1075 ~0D5 T1 74.3 74.3 0.00 -0.21 4.21 0.72 -0.05 -0.06 0.17 Eq. 3.3.1-2 1.167 1.167 15.98 27.00 27.00 14.40 14.40 0H1|0152 *J1001 *J1035 ~0H1 T1 56.6 56.6 100.00 -0.59 -0.07 -2.30 -0.28 0.25 0.11 Eq. 3.3.1-2 1.162 1.162 17.75 27.00 27.00 14.40 14.40 0H1|0153 *J1003 *J1035 ~0H1 T1 56.6 56.6 100.00 -0.56 -0.10 2.30 0.28 -0.25 0.11 Eq. 3.3.1-2 1.162 1.162 17.75 27.00 27.00 14.40 14.40 0H3|0154 *J1053 *J1054 ~0H3 T1 37.5 37.5 86.11 -0.23 2.31 0.01 -0.54 -0.54 0.10 Eq. 3.3.1-2 1.174 1.174 19.38 26.51 26.51 14.40 14.40 0H3|0155 *J1057 *J1056 ~0H3 T1 35.6 35.6 85.41 -0.02 1.82 0.02 0.56 0.56 0.07 Eq. 3.3.1-2 1.176 1.176 19.53 26.51 26.51 14.40 14.40 0H4|0156 *J1054 *J1056 ~0H4 T1 17.7 17.7 24.96 0.98 2.15 -0.53 0.08 0.07 0.13 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 0H5|0157 *J1002 *J1075 ~0H5 T1 52.0 52.0 100.00 -1.94 0.15 -1.88 -0.28 0.23 0.16 Eq. 3.3.1-2 1.135 1.135 18.17 26.51 26.51 14.40 14.40 0H5|0158 *J1004 *J1075 ~0H5 T1 52.0 52.0 100.00 -1.98 0.14 1.93 0.28 -0.23 0.16 Eq. 3.3.1-2 1.134 1.134 18.17 26.51 26.51 14.40 14.40 0H6|0159 *J1001 *J1053 ~0H6 T1 50.7 50.7 88.89 5.20 -1.22 -0.51 0.26 0.26 0.29 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 0H6|0160 *J1002 *J1053 ~0H6 T1 50.7 50.7 0.00 5.76 0.65 1.87 -0.27 -0.27 0.34 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 0H6|0161 *J1003 *J1057 ~0H6 T1 50.7 50.7 88.89 5.32 -1.28 0.44 -0.25 -0.25 0.30 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 0H6|0162 *J1004 *J1057 ~0H6 T1 50.7 50.7 0.00 5.77 0.58 -1.68 0.24 0.24 0.33 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 0H7|0163 *J1044 *J1054 ~0H7 T1 22.4 22.4 100.00 0.77 3.98 1.11 0.20 0.41 0.19 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 0H7|0164 *J1046 *J1056 ~0H7 T1 22.4 22.4 100.00 0.84 3.64 -1.18 -0.31 0.40 0.18 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 0H9|0165 *J1044 *J1046 ~0H9 T1 30.6 30.6 0.00 0.88 -0.02 -0.87 0.11 0.04 0.07 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0S1|0176 *J1044 *J1045 ~0S1 T1 30.0 30.0 0.00 0.38 -2.13 -0.75 -0.27 -0.27 0.10 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0S1|0177 *J1046 *J1045 ~0S1 T1 31.9 31.9 0.00 0.80 -1.92 0.74 0.27 0.27 0.11 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0S1|0178 *J1054 *J1045 ~0S1 T1 24.8 24.8 0.01 1.00 1.94 -0.79 0.08 -0.08 0.12 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 0S1|0179 *J1056 *J1045 ~0S1 T1 27.0 27.0 0.01 0.53 1.75 0.80 -0.08 -0.06 0.10 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6D1|0053 *J0602 *J0655 ~6D1 T1 47.1 47.1 0.00 0.12 -2.29 2.16 0.21 0.21 0.12 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6D1|0054 *J0604 *J0655 ~6D1 T1 47.1 47.1 0.00 1.60 -1.93 -0.77 -0.19 -0.19 0.15 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6D2|0055 *J0644 *J0653 ~6D2 T1 35.4 35.4 100.00 -0.28 0.64 0.97 -0.19 -0.19 0.06 Eq. 3.3.1-2 1.174 1.174 19.54 27.00 27.00 14.40 14.40 6D2|0056 *J0646 *J0657 ~6D2 T1 35.4 35.4 100.00 0.99 0.84 -1.58 -0.21 0.20 0.11 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6D3|0057 *J0601 *J0644 ~6D3 T1 35.4 35.4 0.00 0.39 1.24 0.66 0.31 0.31 0.07 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6D3|0058 *J0603 *J0646 ~6D3 T1 35.4 35.4 0.00 -0.16 1.57 -1.78 -0.31 -0.31 0.10 Eq. 3.3.1-2 1.175 1.175 19.54 27.00 27.00 14.40 14.40 6H1|0037 *J0601 *J0634 ~6H1 T1 52.7 15.1 0.01 0.51 -0.65 1.73 0.48 0.48 0.09 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6H1|0038 *J0603 *J0636 ~6H1 T1 52.7 15.1 0.01 0.09 -0.38 -2.94 -0.57 -0.57 0.11 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6H2|0039 *J0634 *J0636 ~6H2 T1 63.2 26.6 100.00 0.27 0.17 -2.25 -0.25 -0.02 0.10 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6H3|0040 *J0653 *J0654 ~6H3 T1 63.8 18.2 0.01 0.36 -0.49 -2.31 0.31 -0.24 0.10 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6H3|0041 *J0656 *J0657 ~6H3 T1 63.8 18.2 0.01 -0.46 0.55 3.14 -0.34 0.27 0.14 Eq. 3.3.1-2 1.162 1.175 17.06 27.00 27.00 14.40 14.40 6H4|0042 *J0654 *J0655 ~6H4 T1 71.7 15.5 100.00 0.47 -0.18 -5.86 -0.85 0.19 0.24 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6H4|0043 *J0655 *J0656 ~6H4 T1 71.7 15.5 0.01 -0.55 -0.22 -7.80 1.16 -0.17 0.31 Eq. 3.3.1-2 1.154 1.175 16.25 27.00 27.00 14.40 14.40 6H5|0044 *J0602 *J0604 ~6H5 T1 59.5 59.5 100.00 -0.18 -0.65 -4.03 -0.50 -0.08 0.16 Eq. 3.3.1-2 1.171 1.171 17.47 27.00 27.00 14.40 14.40 6H6|0045 *J0601 *J0653 ~6H6 T1 56.2 28.1 24.10 -0.82 2.98 0.55 0.04 -0.11 0.15 Eq. 3.3.1-2 1.156 1.171 17.79 27.00 27.00 14.40 14.40 6H6|0046 *J0602 *J0653 ~6H6 T1 61.3 30.7 0.00 -0.51 -3.53 3.68 -0.21 0.17 0.21 Eq. 3.3.1-2 1.161 1.173 17.30 27.00 27.00 14.40 14.40 6H6|0047 *J0603 *J0657 ~6H6 T1 56.2 28.1 24.10 14.44 3.27 -0.26 0.07 -0.11 0.79 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6H6|0048 *J0604 *J0657 ~6H6 T1 56.2 28.1 24.10 15.15 -2.61 -2.17 0.17 0.19 0.83 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 Page 12 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 6H7|0049 *J0644 *J0654 ~6H7 T1 31.4 15.7 100.00 0.42 0.54 1.49 0.13 -0.07 0.08 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6H7|0050 *J0646 *J0656 ~6H7 T1 31.4 15.7 0.01 0.23 1.31 3.67 -0.50 -0.06 0.15 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6H8|0051 *J0634 *J0644 ~6H8 T1 31.4 15.7 100.00 -0.08 1.25 0.03 0.07 -0.07 0.05 Eq. 3.3.1-2 1.176 1.176 19.84 27.00 27.00 14.40 14.40 6H8|0052 *J0636 *J0646 ~6H8 T1 31.4 15.7 100.00 0.73 1.35 3.29 0.35 0.09 0.17 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6JD|0216 *J0601 *J0703 ~6JD T1 51.9 51.9 100.00 1.06 -0.52 -2.52 -0.28 0.12 0.15 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 6JD|0217 *J0604 *J0702 ~6JD T1 51.9 51.9 100.00 -0.45 -0.15 2.53 0.32 -0.25 0.12 Eq. 3.3.1-2 1.167 1.167 18.18 26.51 26.51 14.40 14.40 6S1|0061 *J0645 *J0654 ~6S1 T1 21.9 21.9 100.00 -0.01 0.24 1.26 0.15 -0.14 0.05 Eq. 3.3.1-2 1.176 1.176 20.48 27.00 27.00 14.40 14.40 6S1|0062 *J0645 *J0656 ~6S1 T1 21.9 21.9 0.01 0.45 0.63 -0.14 0.14 0.14 0.04 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6S2|0059 *J0634 *J0645 ~6S2 T1 25.7 25.7 0.01 0.49 0.62 -0.55 0.15 0.15 0.05 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6S2|0060 *J0636 *J0645 ~6S2 T1 25.7 25.7 0.01 -0.21 0.77 1.77 -0.17 -0.14 0.08 Eq. 3.3.1-2 1.175 1.175 20.23 27.00 27.00 14.40 14.40 7D1|0081 *J0753 *J0775 ~7D1 T1 99.6 99.6 0.00 -0.64 0.51 -1.39 0.11 -0.05 0.08 Eq. 3.3.1-2 1.127 1.127 13.02 27.00 27.00 14.40 14.40 7D1|0082 *J0757 *J0775 ~7D1 T1 99.6 99.6 100.00 -0.00 -0.61 1.43 0.10 0.06 0.06 Eq. 3.3.1-2 1.176 1.176 13.02 27.00 27.00 14.40 14.40 7D2|0083 *J0744 *J0753 ~7D2 T1 70.8 70.8 0.00 -0.34 0.10 1.29 -0.12 -0.10 0.06 Eq. 3.3.1-2 1.163 1.163 16.34 27.00 27.00 14.40 14.40 7D2|0084 *J0746 *J0757 ~7D2 T1 70.8 70.8 100.00 0.20 0.79 -0.73 -0.12 0.10 0.05 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 7D3|0085 *J0701 *J0744 ~7D3 T1 47.5 47.5 0.00 -3.73 -1.13 -2.46 0.19 0.06 0.30 Eq. 3.3.1-3 1.110 1.110 18.57 27.00 27.00 14.40 14.40 7D3|0086 *J0703 *J0746 ~7D3 T1 47.5 47.5 0.00 -1.94 -0.85 0.24 -0.09 -0.08 0.12 Eq. 3.3.1-2 1.142 1.142 18.57 27.00 27.00 14.40 14.40 7D4|0087 *J0735 *J0744 ~7D4 T1 30.0 30.0 0.01 -0.83 0.38 -0.67 0.06 0.06 0.07 Eq. 3.3.1-2 1.171 1.171 19.94 27.00 27.00 14.40 14.40 7D4|0088 *J0735 *J0746 ~7D4 T1 30.0 30.0 100.00 0.93 0.17 -0.47 -0.07 -0.05 0.06 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 7H1|0063 *J0701 *J0734 ~7H1 T1 83.1 27.7 0.01 0.84 -1.51 -3.33 0.33 0.10 0.17 Eq. 3.3.1-2 1.000 1.000 21.60 26.92 26.92 14.40 14.40 7H1|0064 *J0703 *J0736 ~7H1 T1 83.1 27.7 0.01 -0.31 -1.34 0.39 -0.12 0.10 0.07 Eq. 3.3.1-2 1.159 1.175 15.00 26.92 26.92 14.40 14.40 7H2|0065 *J0734 *J0735 ~7H2 T1 100.7 17.5 0.01 0.68 0.52 0.96 -0.03 0.03 0.07 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 7H2|0066 *J0735 *J0736 ~7H2 T1 100.7 17.5 100.00 -0.19 0.55 -0.56 -0.09 -0.03 0.04 Eq. 3.3.1-2 1.161 1.176 12.89 27.00 27.00 14.40 14.40 7H3|0067 *J0753 *J0754 ~7H3 T1 83.1 27.7 87.88 0.54 0.99 -0.38 -0.25 -0.25 0.06 Eq. 3.3.1-2 1.000 1.000 21.60 26.92 26.92 14.40 14.40 Page 13 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 7H3|0068 *J0757 *J0756 ~7H3 T1 83.1 27.7 87.88 -0.02 1.11 0.28 0.31 0.31 0.04 Eq. 3.3.1-2 1.175 1.176 15.00 26.92 26.92 14.40 14.40 7H4|0069 *J0754 *J0756 ~7H4 T1 100.7 35.0 0.00 0.35 0.57 -0.95 0.16 0.02 0.06 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 7H5|0070 *J0702 *J0775 ~7H5 T1 92.1 46.0 100.00 -0.02 0.75 -3.51 -0.29 0.18 0.13 Eq. 3.3.1-2 1.175 1.176 13.96 26.92 26.92 14.40 14.40 7H5|0071 *J0704 *J0775 ~7H5 T1 92.1 46.0 100.00 -0.35 0.78 3.14 0.26 -0.20 0.14 Eq. 3.3.1-2 1.153 1.171 13.96 26.92 26.92 14.40 14.40 7H6|0072 *J0701 *J0753 ~7H6 T1 92.1 46.0 100.00 -15.19 1.21 -0.37 0.13 0.13 1.37 Eq. 3.3.1-4 0.162 0.923 13.96 26.92 26.92 14.40 14.40 7H6|0073 *J0702 *J0753 ~7H6 T1 92.1 46.0 0.00 -14.73 -2.74 2.16 -0.18 0.18 1.59 Eq. 3.3.1-4 0.193 0.931 13.96 26.92 26.92 14.40 14.40 7H6|0074 *J0703 *J0757 ~7H6 T1 92.1 46.0 100.00 -3.68 1.17 0.56 -0.14 -0.14 0.31 Eq. 3.3.1-4 0.930 1.115 13.96 26.92 26.92 14.40 14.40 7H6|0075 *J0704 *J0757 ~7H6 T1 92.1 46.0 0.00 -3.25 -3.27 -2.29 0.16 0.18 0.38 Eq. 3.3.1-3 0.959 1.122 13.96 26.92 26.92 14.40 14.40 7H7|0076 *J0744 *J0754 ~7H7 T1 55.2 36.8 0.00 -0.35 0.36 0.60 -0.04 0.03 0.04 Eq. 3.3.1-2 1.168 1.173 17.89 27.00 27.00 14.40 14.40 7H7|0077 *J0746 *J0756 ~7H7 T1 55.2 36.8 50.00 0.16 0.47 0.00 -0.06 -0.06 0.02 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 7H8|0078 *J0734 *J0744 ~7H8 T1 28.5 8.8 0.02 -0.06 0.02 1.11 -0.12 -0.10 0.04 Eq. 3.3.1-2 1.176 1.176 20.05 27.00 27.00 14.40 14.40 7H8|0079 *J0736 *J0746 ~7H8 T1 28.5 8.8 100.00 0.10 0.48 0.27 0.11 0.10 0.02 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 7H9|0080 *J0744 *J0746 ~7H9 T1 32.4 32.4 100.00 -1.64 0.38 -0.85 -0.16 -0.02 0.11 Eq. 3.3.1-2 1.163 1.163 19.77 27.00 27.00 14.40 14.40 7JD|0218 *J0702 *J0804 ~7JD T1 70.0 70.0 100.00 0.46 -0.47 -2.95 -0.34 0.27 0.14 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 7JD|0219 *J0703 *J0801 ~7JD T1 70.0 70.0 100.00 1.65 -0.67 3.32 0.31 -0.23 0.21 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 7S1|0089 *J0744 *J0745 ~7S1 T1 26.3 26.3 100.00 -0.59 0.51 -0.61 -0.09 -0.02 0.06 Eq. 3.3.1-2 1.173 1.173 20.20 27.00 27.00 14.40 14.40 7S1|0090 *J0746 *J0745 ~7S1 T1 26.3 26.3 100.00 0.05 0.42 0.50 0.06 0.01 0.03 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 7S1|0091 *J0745 *J0754 ~7S1 T1 23.0 23.0 0.01 0.04 0.56 0.17 -0.06 0.06 0.02 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 7S1|0092 *J0745 *J0756 ~7S1 T1 23.0 23.0 0.01 -0.54 0.66 -0.29 0.06 -0.06 0.05 Eq. 3.3.1-2 1.174 1.174 20.41 27.00 27.00 14.40 14.40 8D1|0111 *J0853 *J0875 ~8D1 T1 108.3 108.3 100.00 0.28 -0.35 -1.60 -0.13 -0.04 0.07 Eq. 3.3.1-2 1.000 1.000 21.60 26.92 26.92 14.40 14.40 8D1|0112 *J0857 *J0875 ~8D1 T1 108.3 108.3 0.00 -0.90 0.70 1.55 -0.12 0.01 0.10 Eq. 3.3.1-2 1.093 1.093 11.91 26.92 26.92 14.40 14.40 8D2|0113 *J0844 *J0853 ~8D2 T1 84.2 84.2 0.00 -1.93 0.41 1.80 -0.14 -0.06 0.16 Eq. 3.3.1-2 1.069 1.069 14.88 27.00 27.00 14.40 14.40 8D2|0114 *J0846 *J0857 ~8D2 T1 84.2 84.2 0.00 -1.02 0.37 -1.80 0.14 0.07 0.12 Eq. 3.3.1-2 1.120 1.120 14.88 27.00 27.00 14.40 14.40 Page 14 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 8D3|0115 *J0801 *J0844 ~8D3 T1 70.4 70.4 0.00 -4.20 -2.52 -1.21 0.22 -0.22 0.36 Eq. 3.3.1-3 1.012 1.012 16.39 27.00 27.00 14.40 14.40 8D3|0116 *J0803 *J0846 ~8D3 T1 70.4 70.4 0.00 -4.78 -2.37 1.85 -0.20 0.19 0.40 Eq. 3.3.1-4 0.990 0.990 16.39 27.00 27.00 14.40 14.40 8D4|0117 *J0836 *J0844 ~8D4 T1 59.1 59.1 100.00 -0.45 0.34 0.92 0.15 0.14 0.06 Eq. 3.3.1-2 1.164 1.164 17.52 27.00 27.00 14.40 14.40 8H1|0093 *J0801 *J0834 ~8H1 T1 77.1 38.5 0.00 -0.00 -1.89 -1.56 -0.38 -0.38 0.09 Eq. 3.3.1-2 1.176 1.176 15.68 26.92 26.92 14.40 14.40 8H1|0094 *J0803 *J0836 ~8H1 T1 77.1 38.5 0.00 -0.34 -2.02 2.48 -0.34 0.33 0.13 Eq. 3.3.1-2 1.161 1.173 15.68 26.92 26.92 14.40 14.40 8H2|0095 *J0834 *J0835 ~8H2 T1 122.6 122.6 100.00 0.01 0.87 0.56 0.02 -0.00 0.04 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 8H2|0096 *J0835 *J0836 ~8H2 T1 122.6 122.6 0.01 0.01 0.87 0.56 0.02 -0.00 0.04 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 8H3|0097 *J0853 *J0854 ~8H3 T1 140.9 40.3 91.58 1.06 1.54 -1.24 -0.20 -0.18 0.12 Eq. 3.3.1-2 1.000 1.000 21.60 26.92 26.92 14.40 14.40 8H3|0098 *J0857 *J0856 ~8H3 T1 140.9 40.3 91.58 1.23 1.56 1.05 0.23 0.22 0.13 Eq. 3.3.1-2 1.000 1.000 21.60 26.92 26.92 14.40 14.40 8H4|0099 *J0854 *J0856 ~8H4 T1 122.6 35.0 0.00 1.09 0.80 -1.05 0.15 0.02 0.10 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 8H5|0100 *J0802 *J0875 ~8H5 T1 113.8 56.9 100.00 -2.01 1.23 -3.74 -0.26 0.11 0.24 Eq. 3.3.1-2 0.972 1.125 11.16 26.92 26.92 14.40 14.40 8H5|0101 *J0804 *J0875 ~8H5 T1 113.8 56.9 100.00 -1.27 1.22 3.77 0.27 -0.12 0.21 Eq. 3.3.1-2 1.047 1.144 11.16 26.92 26.92 14.40 14.40 8H6|0102 *J0801 *J0853 ~8H6 T1 113.8 56.9 0.00 -13.94 -2.80 1.03 0.18 0.18 9999.00 Buckled 10 0.821 11.16 26.92 26.92 14.40 14.40 1.36 Eq. 3.3.1-3 8H6|0103 *J0802 *J0853 ~8H6 T1 113.8 56.9 0.00 -14.69 -1.64 1.20 -0.23 -0.23 9999.00 Buckled 10 0.802 11.16 26.92 26.92 14.40 14.40 1.39 Eq. 3.3.1-3 8H6|0104 *J0803 *J0857 ~8H6 T1 113.8 56.9 0.00 -15.45 -2.41 -0.73 -0.20 -0.20 9999.00 Buckled 10 0.782 11.16 26.92 26.92 14.40 14.40 1.48 Eq. 3.3.1-3 8H6|0105 *J0804 *J0857 ~8H6 T1 113.8 56.9 0.00 -14.92 -1.98 -1.66 0.19 0.19 9999.00 Buckled 10 0.796 11.16 26.92 26.92 14.40 14.40 1.43 Eq. 3.3.1-3 8H7|0106 *J0844 *J0854 ~8H7 T1 39.4 39.4 50.00 0.02 0.28 0.10 0.03 0.03 0.01 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 8H7|0107 *J0846 *J0856 ~8H7 T1 39.4 39.4 50.00 -0.10 0.29 -0.09 -0.03 -0.03 0.02 Eq. 3.3.1-2 1.175 1.175 19.24 27.00 27.00 14.40 14.40 8H8|0108 *J0834 *J0844 ~8H8 T1 27.9 27.9 0.01 0.07 -0.59 0.49 -0.06 0.06 0.03 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 8H8|0109 *J0836 *J0846 ~8H8 T1 27.9 27.9 0.01 0.22 -0.49 -0.33 0.03 0.04 0.03 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 8H9|0110 *J0844 *J0846 ~8H9 T1 35.0 35.0 100.00 -2.95 0.65 -0.82 -0.15 -0.02 0.18 Eq. 3.3.1-2 1.148 1.148 19.58 27.00 27.00 14.40 14.40 8JD|0220 *J0801 *J0935 ~8JD T1 65.8 65.8 0.00 0.97 -0.42 -2.59 0.22 0.17 0.14 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 8JD|0221 *J0803 *J0935 ~8JD T1 65.8 65.8 0.00 1.15 -0.52 3.11 -0.24 -0.16 0.17 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 Page 15 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 8JD|0222 *J0802 *J0975 ~8JD T1 65.8 65.8 100.00 1.44 0.22 -3.42 -0.26 0.18 0.20 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 8JD|0223 *J0804 *J0975 ~8JD T1 65.8 65.8 100.00 0.65 0.16 3.45 0.26 -0.19 0.16 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 8S1|0118 *J0844 *J0845 ~8S1 T1 28.0 28.0 100.00 -0.23 0.50 -0.64 -0.11 -0.10 0.04 Eq. 3.3.1-2 1.175 1.175 20.08 27.00 27.00 14.40 14.40 8S1|0119 *J0846 *J0845 ~8S1 T1 28.0 28.0 100.00 -0.45 0.47 0.62 0.11 0.11 0.05 Eq. 3.3.1-2 1.174 1.174 20.08 27.00 27.00 14.40 14.40 8S1|0120 *J0854 *J0845 ~8S1 T1 24.8 24.8 100.00 -0.42 0.59 -0.21 0.12 0.12 0.04 Eq. 3.3.1-2 1.174 1.174 20.30 27.00 27.00 14.40 14.40 8S1|0121 *J0856 *J0845 ~8S1 T1 24.8 24.8 100.00 -0.23 0.61 0.23 -0.12 -0.12 0.04 Eq. 3.3.1-2 1.175 1.175 20.30 27.00 27.00 14.40 14.40 9D1|0140 *J0953 *J0975 ~9D1 T1 98.5 98.5 0.00 -1.38 -1.26 -2.45 0.15 0.06 0.17 Eq. 3.3.1-2 1.071 1.071 13.17 26.92 26.92 14.40 14.40 9D1|0141 *J0957 *J0975 ~9D1 T1 98.5 98.5 0.00 -1.58 -1.36 2.40 -0.15 0.06 0.18 Eq. 3.3.1-2 1.055 1.055 13.17 26.92 26.92 14.40 14.40 9D2|0142 *J0944 *J0953 ~9D2 T1 79.7 79.7 0.00 -0.54 0.16 1.59 -0.14 -0.08 0.08 Eq. 3.3.1-2 1.149 1.149 15.39 26.92 26.92 14.40 14.40 9D2|0143 *J0946 *J0957 ~9D2 T1 79.7 79.7 0.00 -0.40 0.23 -1.63 0.15 0.08 0.08 Eq. 3.3.1-2 1.156 1.156 15.39 26.92 26.92 14.40 14.40 9D3|0144 *J0901 *J0944 ~9D3 T1 75.5 75.5 0.00 -3.83 -1.21 -1.57 -0.24 -0.24 0.32 Eq. 3.3.1-3 1.004 1.004 15.84 26.92 26.92 14.40 14.40 9D3|0145 *J0903 *J0946 ~9D3 T1 75.5 75.5 0.00 -4.08 -1.21 1.71 0.24 0.24 0.34 Eq. 3.3.1-4 0.993 0.993 15.84 26.92 26.92 14.40 14.40 9D4|0146 *J0935 *J0944 ~9D4 T1 43.4 43.4 0.00 0.54 -2.34 -0.27 0.26 0.26 0.11 Eq. 3.3.1-2 1.000 1.000 21.60 26.92 26.92 14.40 14.40 9D4|0147 *J0935 *J0946 ~9D4 T1 43.4 43.4 0.00 0.56 -2.32 0.25 -0.27 -0.27 0.11 Eq. 3.3.1-2 1.000 1.000 21.60 26.92 26.92 14.40 14.40 9H1|0122 *J0901 *J0934 ~9H1 T1 55.5 40.4 0.00 0.18 -0.73 -1.80 0.18 0.06 0.08 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 9H1|0123 *J0903 *J0936 ~9H1 T1 55.5 40.4 0.00 0.04 -0.72 2.02 -0.19 0.07 0.08 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 9H2|0124 *J0934 *J0935 ~9H2 T1 24.8 5.8 50.00 0.13 0.19 1.08 0.31 0.30 0.05 Eq. 3.3.1-2 1.000 1.000 21.60 26.04 26.04 14.40 14.40 9H2|0125 *J0936 *J0935 ~9H2 T1 24.8 5.8 50.00 0.03 0.18 -1.06 -0.30 -0.29 0.04 Eq. 3.3.1-2 1.000 1.000 21.60 26.04 26.04 14.40 14.40 9H3|0126 *J0957 *J0956 ~9H3 T1 141.0 53.7 0.00 1.48 -1.39 0.96 -0.17 0.15 0.13 Eq. 3.3.1-2 1.000 1.000 21.60 26.92 26.92 14.40 14.40 9H3|0127 *J0953 *J0954 ~9H3 T1 141.0 53.7 0.00 1.40 -1.30 -0.94 0.16 -0.14 0.12 Eq. 3.3.1-2 1.000 1.000 21.60 26.92 26.92 14.40 14.40 9H4|0128 *J0954 *J0956 ~9H4 T1 70.0 35.0 100.00 1.25 0.29 -0.97 -0.15 -0.02 0.10 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 9H5|0129 *J0902 *J0975 ~9H5 T1 26.2 26.2 38.78 -0.32 0.01 0.98 0.07 0.07 0.05 Eq. 3.3.1-2 1.175 1.175 20.20 27.00 27.00 14.40 14.40 9H5|0130 *J0904 *J0975 ~9H5 T1 26.2 26.2 38.78 -0.29 -0.06 -1.00 -0.07 -0.07 0.05 Eq. 3.3.1-2 1.175 1.175 20.20 27.00 27.00 14.40 14.40 Page 16 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 9H6|0131 *J0901 *J0953 ~9H6 T1 26.2 26.2 0.00 -13.21 -3.41 0.47 -0.01 0.15 0.78 Eq. 3.3.1-3 1.105 1.105 20.20 27.00 27.00 14.40 14.40 9H6|0132 *J0902 *J0953 ~9H6 T1 26.2 26.2 0.00 -1.64 3.61 1.35 -0.05 -0.15 0.22 Eq. 3.3.1-2 1.168 1.168 20.20 27.00 27.00 14.40 14.40 9H6|0133 *J0903 *J0957 ~9H6 T1 26.2 26.2 0.00 -13.56 -3.30 -0.38 0.02 0.14 0.79 Eq. 3.3.1-3 1.103 1.103 20.20 27.00 27.00 14.40 14.40 9H6|0134 *J0904 *J0957 ~9H6 T1 26.2 26.2 0.00 -1.56 3.53 -1.43 0.05 -0.15 0.21 Eq. 3.3.1-2 1.168 1.168 20.20 27.00 27.00 14.40 14.40 9H7|0135 *J0944 *J0954 ~9H7 T1 49.2 49.2 0.00 -0.14 -0.57 -0.01 0.03 0.04 0.03 Eq. 3.3.1-2 1.174 1.174 18.42 27.00 27.00 14.40 14.40 9H7|0136 *J0946 *J0956 ~9H7 T1 49.2 49.2 0.00 -0.21 -0.56 -0.04 -0.05 0.05 0.03 Eq. 3.3.1-2 1.173 1.173 18.42 27.00 27.00 14.40 14.40 9H8|0137 *J0934 *J0944 ~9H8 T1 41.6 41.6 0.00 0.25 -1.93 0.18 0.01 0.06 0.08 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 9H8|0138 *J0936 *J0946 ~9H8 T1 41.6 41.6 0.00 0.23 -1.90 -0.22 -0.02 0.06 0.08 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 9H9|0139 *J0944 *J0946 ~9H9 T1 40.9 32.7 100.00 -2.80 0.10 -0.80 -0.14 -0.02 0.16 Eq. 3.3.1-2 1.140 1.153 19.12 27.00 27.00 14.40 14.40 9JD|0224 *J0935 *J1001 ~9JD T1 61.3 61.3 0.00 0.92 -0.34 2.66 -0.27 0.04 0.15 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 9JD|0225 *J0935 *J1003 ~9JD T1 61.3 61.3 0.00 0.92 -0.36 -2.69 0.27 0.05 0.15 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 9JD|0226 *J0975 *J1002 ~9JD T1 61.3 61.3 0.00 0.70 0.24 2.40 -0.27 -0.07 0.13 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 9JD|0227 *J0975 *J1004 ~9JD T1 61.3 61.3 0.00 1.26 0.15 -2.45 0.27 0.07 0.15 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 9JV|0234 *J0935 *J1035 ~9JV T1 105.1 105.1 100.00 0.49 -4.20 0.00 -0.00 -0.20 0.18 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 9JV|0235 *J0975 *J1075 ~9JV T1 105.1 105.1 100.00 -0.23 3.63 -0.01 -0.00 0.18 0.15 Eq. 3.3.1-2 1.156 1.156 12.33 27.00 27.00 14.40 14.40 9S1|0148 *J0944 *J0945 ~9S1 T1 28.0 28.0 100.00 -0.21 0.16 -0.51 -0.09 -0.09 0.03 Eq. 3.3.1-2 1.175 1.175 20.08 27.00 27.00 14.40 14.40 9S1|0149 *J0946 *J0945 ~9S1 T1 28.0 28.0 100.00 -0.32 0.12 0.50 0.09 0.09 0.03 Eq. 3.3.1-2 1.174 1.174 20.08 27.00 27.00 14.40 14.40 9S1|0150 *J0954 *J0945 ~9S1 T1 24.8 24.8 100.00 -0.30 0.10 -0.31 -0.06 0.06 0.03 Eq. 3.3.1-2 1.175 1.175 20.30 27.00 27.00 14.40 14.40 9S1|0151 *J0956 *J0945 ~9S1 T1 24.8 24.8 100.00 -0.19 0.14 0.32 0.06 -0.06 0.02 Eq. 3.3.1-2 1.176 1.176 20.30 27.00 27.00 14.40 14.40 BOTT|013 *B00050B *B02050B ~BOTTOM T1 1939.1 0.9 0.00 -1.38 -0.33 -0.01 -0.01 0.00 9999.00 Buckled 10 1.176 0.04 27.00 23.76 14.40 0.22 34.69 Eq H1-1 BOTT|014 *B02050B *B02450B ~BOTTOM T1 368.2 0.2 0.02 -2.57 -1.35 -0.01 -0.01 0.00 9999.00 Buckled 10 1.176 1.10 27.00 23.76 14.40 5.53 2.33 Eq H1-1 BOTT|015 *B02450B *B02850B ~BOTTOM T1 344.9 0.2 0.02 -3.21 -1.54 -0.01 -0.01 0.01 9999.00 Buckled 10 1.176 1.26 27.00 23.76 14.40 6.30 2.56 Eq H1-1 BOTT|016 *B02850B *B05050B ~BOTTOM T1 1829 0.8 0.00 -5.12 -0.40 -0.01 -0.01 0.00 9999.00 Buckled 10 1.176 0.04 27.00 23.76 14.40 0.24 114.78 Eq H1-1 Page 17 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- BOTT|017 *B05050B *B10050B ~BOTTOM T1 4156.9 1.9 0.00 -6.59 -0.11 -0.03 -0.00 0.00 9999.00 Buckled 10 1.176 0.01 27.00 23.76 14.40 0.06 762.06 Eq H1-1 BOTT|018 *B10050B *B15050B ~BOTTOM T1 4156.9 1.9 0.00 -8.26 -0.05 -0.04 0.00 0.00 9999.00 Buckled 10 1.176 0.01 27.00 23.76 14.40 0.06 955.64 Eq H1-1 BOTT|019 *B15050B *B20050B ~BOTTOM T1 4156.9 1.9 0.00 -9.27 0.01 -0.03 0.00 -0.00 9999.00 Buckled 10 1.176 0.01 27.00 23.76 14.40 0.06 1073.10 Eq H1-1 BOTT|020 *B20050B *B25050B ~BOTTOM T1 4156.9 1.9 100.00 -10.28 -0.07 -0.02 0.00 -0.00 9999.00 Buckled 10 1.176 0.01 27.00 23.76 14.40 0.06 1189.08 Eq H1-1 BOTT|021 *B25050B *B30050B ~BOTTOM T1 4156.9 1.9 100.00 -7.17 -0.20 -0.03 -0.00 -0.00 9999.00 Buckled 10 1.176 0.01 27.00 23.76 14.40 0.06 829.97 Eq H1-1 BOTT|022 *B30050B *B31250B ~BOTTOM T1 1039.2 0.5 100.00 -3.77 -0.95 -0.01 0.01 -0.00 9999.00 Buckled 10 1.176 0.14 27.00 23.76 14.40 0.71 27.26 Eq H1-1 BOTT|023 *B31250B *B31950B ~BOTTOM T1 671.8 0.3 100.00 -2.81 -1.19 -0.01 0.00 -0.00 9999.00 Buckled 10 1.176 0.33 27.00 23.76 14.40 1.67 8.50 Eq H1-1 BOTT|024 *B31950B *B33250B ~BOTTOM T1 1201 0.6 100.00 -1.33 -0.74 -0.00 0.00 -0.00 9999.00 Buckled 10 1.176 0.10 27.00 23.76 14.40 0.54 12.84 Eq H1-1 JD6|0204 *J0601 *J0702 ~JD6 T1 49.9 49.9 100.00 16.34 -0.38 -1.41 -0.12 -0.12 0.81 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 JD6|0205 *J0604 *J0703 ~JD6 T1 49.9 49.9 50.00 -16.95 1.48 -0.51 0.10 -0.09 1.00 Eq. 3.3.1-4 0.844 0.844 18.36 25.57 25.57 14.40 14.40 JD7|0206 *J0702 *J0801 ~JD7 T1 70.0 70.0 100.00 -7.52 -3.36 -0.36 0.02 -0.24 0.61 Eq. 3.3.1-4 0.886 0.886 16.43 25.57 25.57 14.40 14.40 JD7|0207 *J0703 *J0804 ~JD7 T1 70.0 70.0 6.48 0.64 3.11 -1.07 0.09 -0.19 0.16 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 JD8|0208 *J0801 *J0953 ~JD8 T1 65.8 65.8 0.00 -9.70 3.07 1.30 -0.07 -0.21 0.72 Eq. 3.3.1-4 0.845 0.845 16.86 26.51 26.51 14.40 14.40 JD8|0209 *J0802 *J0953 ~JD8 T1 65.8 65.8 100.00 9.87 -2.60 0.35 0.10 -0.22 0.56 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 JD8|0210 *J0803 *J0957 ~JD8 T1 65.8 65.8 0.00 -8.75 3.45 -1.16 0.06 -0.22 0.68 Eq. 3.3.1-4 0.878 0.878 16.86 26.51 26.51 14.40 14.40 JD8|0211 *J0804 *J0957 ~JD8 T1 65.8 65.8 100.00 8.49 -2.65 -0.31 -0.13 -0.22 0.49 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 JD9|0212 *J0953 *J1001 ~JD9 T1 61.3 61.3 0.00 11.82 -2.69 0.58 -0.06 0.22 0.66 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 JD9|0213 *J0953 *J1002 ~JD9 T1 61.3 61.3 0.00 -11.26 1.64 0.73 -0.14 -0.17 0.73 Eq. 3.3.1-4 0.843 0.843 17.31 25.57 25.57 14.40 14.40 JD9|0214 *J0957 *J1003 ~JD9 T1 61.3 61.3 0.00 11.00 -2.69 -0.47 0.05 0.22 0.62 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 JD9|0215 *J0957 *J1004 ~JD9 T1 61.3 61.3 0.00 -10.81 1.57 -0.80 0.13 -0.17 0.71 Eq. 3.3.1-4 0.857 0.857 17.31 25.57 25.57 14.40 14.40 JL5|0184 *J0601 *J0691 ~JL5 T1 28.8 28.8 27.35 1.41 0.91 -1.22 0.06 -0.04 0.12 Eq. 3.3.1-2 1.000 1.000 21.60 26.56 26.56 14.40 14.40 JL5|0185 *J0602 *J0692 ~JL5 T1 28.8 28.8 50.00 0.04 -0.53 -0.37 -0.05 -0.05 0.03 Eq. 3.3.1-2 1.000 1.000 21.60 26.56 26.56 14.40 14.40 JL5|0186 *J0603 *J0693 ~JL5 T1 28.8 28.8 27.35 2.99 0.75 0.59 0.17 0.17 0.17 Eq. 3.3.1-2 1.000 1.000 21.60 26.56 26.56 14.40 14.40 Page 18 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- JL5|0187 *J0604 *J0694 ~JL5 T1 28.8 28.8 27.35 3.01 -1.23 0.79 0.05 0.03 0.19 Eq. 3.3.1-2 1.000 1.000 21.60 26.56 26.56 14.40 14.40 JL6|0188 *J0691 *J0701 ~JL6 T1 27.2 27.2 78.90 2.12 -1.90 2.06 0.34 -0.30 0.21 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL6|0189 *J0692 *J0702 ~JL6 T1 27.2 27.2 78.90 0.11 1.20 1.41 0.24 0.24 0.08 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL6|0190 *J0693 *J0703 ~JL6 T1 27.2 27.2 78.90 4.51 -1.41 -1.41 -0.30 -0.31 0.29 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL6|0191 *J0694 *J0704 ~JL6 T1 27.2 27.2 78.90 4.61 1.81 -1.01 -0.31 0.39 0.30 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL7|0192 *J0701 *J0801 ~JL7 T1 31.3 31.3 7.88 4.35 -2.23 2.30 -0.20 0.21 0.33 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL7|0193 *J0702 *J0802 ~JL7 T1 31.3 31.3 7.88 5.76 1.11 1.59 -0.16 -0.13 0.34 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL7|0194 *J0703 *J0803 ~JL7 T1 31.3 31.3 88.18 3.17 -1.67 -1.62 -0.15 -0.15 0.24 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL7|0195 *J0704 *J0804 ~JL7 T1 31.3 31.3 7.88 4.58 2.30 -1.47 0.20 -0.26 0.32 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL8|0196 *J0801 *J0901 ~JL8 T1 31.9 31.9 95.08 3.62 -1.39 1.49 0.14 -0.13 0.25 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL8|0197 *J0802 *J0902 ~JL8 T1 31.9 31.9 95.08 3.01 1.30 1.09 0.15 0.16 0.21 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL8|0198 *J0803 *J0903 ~JL8 T1 31.9 31.9 7.88 3.70 -1.47 -1.37 0.11 0.12 0.25 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL8|0199 *J0804 *J0904 ~JL8 T1 31.9 31.9 95.08 2.70 1.37 -1.06 -0.13 0.18 0.20 Eq. 3.3.1-2 1.000 1.000 21.60 24.80 24.80 14.40 14.40 JL9|0200 *J0901 *J1001 ~JL9 T1 30.6 30.6 4.73 0.02 -2.13 2.19 -0.31 0.30 0.12 Eq. 3.3.1-2 1.000 1.000 21.60 24.74 24.74 14.40 14.40 JL9|0201 *J0902 *J1002 ~JL9 T1 30.6 30.6 4.73 2.85 1.20 1.11 -0.20 -0.19 0.20 Eq. 3.3.1-2 1.000 1.000 21.60 24.74 24.74 14.40 14.40 JL9|0202 *J0903 *J1003 ~JL9 T1 30.6 30.6 4.73 0.11 -2.08 -2.09 0.30 0.30 0.12 Eq. 3.3.1-2 1.000 1.000 21.60 24.74 24.74 14.40 14.40 JL9|0203 *J0904 *J1004 ~JL9 T1 30.6 30.6 4.73 2.56 1.28 -1.06 0.20 -0.19 0.19 Eq. 3.3.1-2 1.000 1.000 21.60 24.74 24.74 14.40 14.40 JV9|0232 *J0953 *J1053 ~JV9 T1 105.1 105.1 0.00 -0.30 -0.76 4.57 -0.21 0.02 0.19 Eq. 3.3.1-2 1.151 1.151 12.33 27.00 27.00 14.40 14.40 JV9|0233 *J0957 *J1057 ~JV9 T1 105.1 105.1 0.00 -0.29 -0.82 -4.48 0.21 0.03 0.18 Eq. 3.3.1-2 1.151 1.151 12.33 27.00 27.00 14.40 14.40 KB1|0228 *J0901 *J1044 ~KB1 T1 90.6 90.6 0.00 -1.06 2.20 -4.20 0.24 -0.17 0.23 Eq. 3.3.1-2 1.108 1.108 14.14 26.51 26.51 14.40 14.40 KB1|0230 *J0903 *J1046 ~KB1 T1 89.3 89.3 0.00 -0.96 2.34 4.06 -0.24 -0.17 0.22 Eq. 3.3.1-2 1.116 1.116 14.29 26.51 26.51 14.40 14.40 KB2|0229 *J0902 *J1054 ~KB2 T1 106.4 106.4 0.00 0.90 -4.20 -2.87 0.17 0.21 0.23 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 KB2|0231 *J0904 *J1056 ~KB2 T1 105.3 105.3 0.00 0.70 -4.11 2.89 -0.17 0.20 0.22 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 Page 19 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- SKID|240 *B05050T *B10050T ~SKIDBM T1 19.9 42.1 0.00 1.68 9.05 -0.03 -0.00 1.03 0.50 Eq H1-3 1.000 1.000 21.60 21.60 21.60 9.95 14.40 SKID|241 *B10050T *$LWP002 ~SKIDBM T1 0.8 1.7 100.00 3.73 0.67 -0.10 -0.02 -1.43 0.21 Eq H1-3 1.000 1.000 21.60 21.60 21.60 14.40 14.40 SKID|242 *$LWP002 *B15050T ~SKIDBM T1 15.8 33.5 100.00 3.73 4.36 -0.11 -0.01 0.41 0.38 Eq H1-3 1.000 1.000 21.60 21.60 21.60 10.01 14.40 SKID|243 *B15050T *$LWP003 ~SKIDBM T1 0.9 2.0 0.03 4.35 4.39 0.22 -0.03 -1.96 0.41 Eq H1-3 1.000 1.000 21.60 21.60 21.60 14.40 14.40 SKID|244 *$LWP003 *B20050T ~SKIDBM T1 15.7 33.2 0.00 4.35 -2.97 -0.19 -0.02 -0.14 0.35 Eq H1-3 1.000 1.000 21.60 21.60 21.60 10.01 14.40 SKID|245 *B20050T *$LWP004 ~SKIDBM T1 1.1 2.2 0.03 3.45 -8.81 -0.23 -0.03 -3.19 0.58 Eq H1-3 1.000 1.000 21.60 21.60 21.60 14.40 14.40 SKID|246 *$LWP004 *B25050T ~SKIDBM T1 15.6 32.9 100.00 3.45 10.44 0.24 -0.02 -1.37 0.65 Eq H1-3 1.000 1.000 21.60 21.60 21.60 10.01 14.40 SKID|252 *B05050T *B10050T ~SKIDBM T1 19.9 42.1 0.00 1.68 8.92 0.03 0.00 1.01 0.49 Eq H1-3 1.000 1.000 21.60 21.60 21.60 9.95 14.40 SKID|253 *B10050T *$LWS002 ~SKIDBM T1 0.8 1.7 100.00 3.70 -0.45 -0.10 0.00 -1.42 0.20 Eq H1-3 1.000 1.000 21.60 21.60 21.60 14.40 14.40 SKID|254 *$LWS002 *B15050T ~SKIDBM T1 15.8 33.5 100.00 3.71 4.10 0.10 0.01 0.37 0.37 Eq H1-3 1.000 1.000 21.60 21.60 21.60 10.01 14.40 SKID|255 *B15050T *$LWS003 ~SKIDBM T1 0.9 2.0 100.00 4.40 1.44 0.04 -0.01 -2.05 0.27 Eq H1-3 1.000 1.000 21.60 21.60 21.60 14.40 14.40 SKID|256 *$LWS003 *B20050T ~SKIDBM T1 15.7 33.2 100.00 4.40 -6.64 -0.05 0.00 0.66 0.51 Eq H1-3 1.000 1.000 21.60 21.60 21.60 10.01 14.40 SKID|257 *B20050T *$LWS004 ~SKIDBM T1 1.1 2.2 0.03 3.32 -7.57 -0.02 -0.01 -2.21 0.51 Eq H1-3 1.000 1.000 21.60 21.60 21.60 14.40 14.40 SKID|258 *$LWS004 *B25050T ~SKIDBM T1 15.6 32.9 100.00 3.32 -9.82 -0.04 -0.00 -1.28 0.61 Eq H1-3 1.000 1.000 21.60 21.60 21.60 10.01 14.40 TIED|236 *J0501 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 -2.18 4.74 -4.20 0.45 -0.48 0.34 Eq. 3.3.1-2 1.166 1.166 20.34 27.00 27.00 14.40 14.40 TIED|237 *J0501 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 7.13 -4.12 -3.23 0.33 0.35 0.52 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|238 *J0501 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 -2.54 6.24 3.41 -0.34 -0.59 0.38 Eq. 3.3.1-2 1.165 1.165 20.34 27.00 27.00 14.40 14.40 TIED|239 *J0501 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 6.77 -2.62 4.37 -0.45 0.35 0.50 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|264 *J0503 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 -1.57 6.19 -3.12 0.34 -0.57 0.33 Eq. 3.3.1-2 1.169 1.169 20.34 27.00 27.00 14.40 14.40 TIED|265 *J0601 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 0.73 6.27 -4.27 0.45 -0.64 0.31 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|266 *J0603 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 1.99 7.92 -3.23 0.35 -0.77 0.41 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|267 *J0701 *B20050T ~TIEDOWN T1 24.1 24.1 0.01 -4.56 -0.85 -2.35 0.26 0.07 0.32 Eq. 3.3.1-3 1.156 1.156 20.34 27.00 27.00 14.40 14.40 TIED|268 *J0703 *B20050T ~TIEDOWN T1 24.1 24.1 0.01 -7.58 2.78 -2.03 0.25 -0.25 0.50 Eq. 3.3.1-3 1.142 1.142 20.34 27.00 27.00 14.40 14.40 Page 20 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- TIED|269 *J0801 *B15050T ~TIEDOWN T1 24.1 24.1 0.01 -0.14 -2.70 0.31 0.10 0.24 0.11 Eq. 3.3.1-2 1.176 1.176 20.34 27.00 27.00 14.40 14.40 TIED|270 *J0803 *B15050T ~TIEDOWN T1 24.1 24.1 0.01 0.13 0.01 0.87 -0.09 -0.06 0.04 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|271 *J0901 *B10050T ~TIEDOWN T1 24.1 24.1 0.01 4.96 -3.71 2.57 -0.28 0.36 0.40 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|272 *J0903 *B10050T ~TIEDOWN T1 24.1 24.1 0.01 4.59 -2.60 3.32 -0.35 0.26 0.37 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|273 *J1001 *B05050T ~TIEDOWN T1 24.1 24.1 0.01 11.72 -2.16 4.56 -0.48 0.19 0.73 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|274 *J1003 *B05050T ~TIEDOWN T1 24.1 24.1 0.01 13.94 -1.21 4.11 -0.44 -0.35 0.80 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|275 *J0503 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 4.38 -3.15 -4.13 0.46 0.40 0.40 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|276 *J0601 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 10.42 -2.66 -3.37 0.34 0.25 0.64 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|277 *J0603 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 8.18 -1.55 -4.19 0.46 0.39 0.54 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|278 *J0701 *B20050T ~TIEDOWN T1 24.1 24.1 0.01 3.81 -2.10 -0.85 0.12 0.23 0.26 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|279 *J0703 *B20050T ~TIEDOWN T1 24.1 24.1 0.01 4.84 -0.66 -3.99 0.41 0.18 0.37 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|280 *J0801 *B15050T ~TIEDOWN T1 24.1 24.1 0.01 -2.62 -0.94 1.68 -0.20 -0.18 0.19 Eq. 3.3.1-2 1.164 1.164 20.34 27.00 27.00 14.40 14.40 TIED|281 *J0803 *B15050T ~TIEDOWN T1 24.1 24.1 0.01 -2.58 0.56 -0.12 0.05 -0.06 0.14 Eq. 3.3.1-2 1.165 1.165 20.34 27.00 27.00 14.40 14.40 TIED|282 *J0901 *B10050T ~TIEDOWN T1 24.1 24.1 0.01 -5.77 1.70 3.52 -0.36 -0.22 0.43 Eq. 3.3.1-3 1.150 1.150 20.34 27.00 27.00 14.40 14.40 TIED|283 *J0903 *B10050T ~TIEDOWN T1 24.1 24.1 0.01 -6.00 3.15 2.63 -0.28 -0.30 0.45 Eq. 3.3.1-3 1.149 1.149 20.34 27.00 27.00 14.40 14.40 TIED|284 *J1001 *B05050T ~TIEDOWN T1 24.1 24.1 0.01 -1.55 6.97 4.49 -0.44 -0.73 0.38 Eq. 3.3.1-2 1.169 1.169 20.34 27.00 27.00 14.40 14.40 TIED|285 *J1003 *B05050T ~TIEDOWN T1 24.1 24.1 0.01 1.19 7.87 4.31 -0.46 -0.78 0.39 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|286 *J0503 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 -0.64 4.89 3.86 -0.46 -0.50 0.26 Eq. 3.3.1-2 1.174 1.174 20.34 27.00 27.00 14.40 14.40 TIED|287 *J0601 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 0.57 7.74 3.48 -0.35 -0.76 0.34 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|288 *J0603 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 2.79 6.63 3.90 -0.47 -0.65 0.41 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|289 *J0701 *B20050T ~TIEDOWN T1 24.1 24.1 100.00 -6.49 -0.70 -0.97 -0.10 -0.10 0.36 Eq. 3.3.1-3 1.147 1.147 20.34 27.00 27.00 14.40 14.40 TIED|290 *J0703 *B20050T ~TIEDOWN T1 24.1 24.1 0.01 -8.39 -0.98 3.27 -0.35 -0.23 0.54 Eq. 3.3.1-3 1.138 1.138 20.34 27.00 27.00 14.40 14.40 TIED|291 *J0801 *B15050T ~TIEDOWN T1 24.1 24.1 0.01 1.05 0.22 -1.36 0.20 0.20 0.10 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 Page 21 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- TIED|292 *J0803 *B15050T ~TIEDOWN T1 24.1 24.1 0.01 0.71 -1.42 -0.17 -0.07 0.14 0.09 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|293 *J0901 *B10050T ~TIEDOWN T1 24.1 24.1 0.01 4.73 -2.19 -3.42 0.35 0.25 0.37 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|294 *J0903 *B10050T ~TIEDOWN T1 24.1 24.1 0.01 4.97 -3.63 -2.83 0.30 0.35 0.40 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|295 *J1001 *B05050T ~TIEDOWN T1 24.1 24.1 0.01 14.22 -1.12 -4.26 0.45 0.35 0.82 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|296 *J1003 *B05050T ~TIEDOWN T1 24.1 24.1 0.01 11.19 -2.15 -4.54 0.48 0.20 0.70 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|297 *J0503 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 5.31 -4.46 2.86 -0.35 0.40 0.44 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|298 *J0601 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 10.26 -1.19 4.37 -0.45 -0.35 0.64 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|299 *J0603 *B25050T ~TIEDOWN T1 24.1 24.1 0.01 8.99 -2.85 2.93 -0.35 -0.32 0.57 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|300 *J0701 *B20050T ~TIEDOWN T1 24.1 24.1 100.00 1.88 0.91 -2.08 -0.24 0.07 0.17 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|301 *J0703 *B20050T ~TIEDOWN T1 24.1 24.1 0.01 4.03 -4.43 1.31 -0.19 0.44 0.36 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|302 *J0801 *B15050T ~TIEDOWN T1 24.1 24.1 0.01 -1.42 1.97 0.00 -0.08 -0.16 0.14 Eq. 3.3.1-2 1.170 1.170 20.34 27.00 27.00 14.40 14.40 TIED|303 *J0803 *B15050T ~TIEDOWN T1 24.1 24.1 0.01 -2.00 -0.88 -1.16 0.12 0.08 0.15 Eq. 3.3.1-2 1.167 1.167 20.34 27.00 27.00 14.40 14.40 TIED|304 *J0901 *B10050T ~TIEDOWN T1 24.1 24.1 0.01 -6.01 3.23 -2.47 0.27 -0.30 0.45 Eq. 3.3.1-3 1.149 1.149 20.34 27.00 27.00 14.40 14.40 TIED|305 *J0903 *B10050T ~TIEDOWN T1 24.1 24.1 0.01 -5.62 2.12 -3.52 0.36 -0.22 0.43 Eq. 3.3.1-3 1.151 1.151 20.34 27.00 27.00 14.40 14.40 TIED|306 *J1001 *B05050T ~TIEDOWN T1 24.1 24.1 0.01 0.94 8.02 -4.32 0.46 -0.80 0.38 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 TIED|307 *J1003 *B05050T ~TIEDOWN T1 24.1 24.1 0.01 -1.57 6.93 -4.34 0.43 -0.72 0.38 Eq. 3.3.1-2 1.169 1.169 20.34 27.00 27.00 14.40 14.40 TOJ|0180 *J0501 *J0601 ~TOJ T1 1.6 1.6 100.00 1.44 -0.93 0.50 0.81 -1.13 0.09 Eq. 3.3.1-2 1.000 1.000 25.20 31.47 31.47 16.80 16.80 TOJ|0181 *J0502 *J0602 ~TOJ T1 1.6 1.6 100.00 0.00 0.01 0.01 0.02 0.02 0.00 Shear 1.000 1.000 25.20 31.47 31.47 16.80 16.80 TOJ|0182 *J0503 *J0603 ~TOJ T1 1.6 1.6 0.03 0.96 0.70 0.65 -0.82 -0.74 0.07 Eq. 3.3.1-2 1.000 1.000 25.20 31.47 31.47 16.80 16.80 TOJ|0183 *J0504 *J0604 ~TOJ T1 1.6 1.6 100.00 0.00 0.01 -0.02 -0.02 0.02 0.00 Shear 1.000 1.000 25.20 31.47 31.47 16.80 16.80 TOP|0001 *B00050T *B02050T ~TOP T1 1662.8 0.8 100.00 0.78 0.35 0.04 0.03 0.00 0.05 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 0.29 TOP|0002 *B02050T *B02450T ~TOP T1 332.6 0.2 0.02 1.65 -1.56 0.03 0.06 0.00 0.14 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 6.78 TOP|0003 *B02450T *B02850T ~TOP T1 332.6 0.2 100.00 2.08 1.83 0.05 0.05 0.01 0.17 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 6.78 Page 22 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- TOP|0004 *B02850T *B05050T ~TOP T1 1829 0.8 100.00 4.80 0.38 0.09 0.03 0.00 0.24 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 0.24 TOP|0005 *B05050T *B10050T ~TOP T1 4156.9 1.9 0.00 3.36 -0.08 0.00 -0.00 0.00 0.16 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 0.06 TOP|0006 *B10050T *B15050T ~TOP T1 4156.9 1.9 100.00 2.01 0.02 -0.04 -0.01 0.00 0.10 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 0.06 TOP|0007 *B15050T *B20050T ~TOP T1 4156.9 1.9 0.00 2.09 0.00 -0.20 0.11 0.00 0.11 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 0.06 TOP|0008 *B20050T *B25050T ~TOP T1 4156.9 1.9 100.00 4.96 -0.06 -0.38 -0.09 -0.00 0.25 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 0.06 TOP|0009 *B25050T *B30050T ~TOP T1 4156.9 1.9 0.00 6.91 0.21 0.13 -0.02 -0.00 0.33 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 0.06 TOP|0010 *B30050T *B31250T ~TOP T1 1039.2 0.5 0.01 3.54 0.97 0.07 -0.04 -0.00 0.20 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 0.71 TOP|0011 *B31250T *B31950T ~TOP T1 540.4 0.3 0.01 1.78 1.66 0.04 -0.05 -0.00 0.15 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 2.58 TOP|0012 *B31950T *B33250T ~TOP T1 1080.8 0.5 0.01 0.67 0.76 0.02 -0.02 -0.00 0.06 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 0.66 Page 23 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J0601 *J0691 *J0501 54.000 1.500 42.0 T1 1.4 -0.9 -0.5 *J0644 14.000 0.500 36.0 8.2 7.1 -3.9 0.00 0.00 1.00 309.9 211.3 166.3 0.05 *J0601 *J0691 *J0501 54.000 1.500 42.0 T1 1.4 -0.9 -0.5 *B25050T 20.000 0.500 36.0 314.2 -54.3 -8.6 0.00 0.97 0.03 655.2 527.2 307.0 0.52 *J0601 *J0691 *J0501 54.000 1.500 42.0 T1 1.4 -0.9 -0.5 *B25050T 20.000 0.500 36.0 17.3 -89.9 -50.4 0.00 0.97 0.03 740.8 596.0 347.1 0.19 *J0601 *J0691 *J0501 54.000 1.500 42.0 T1 1.4 -0.9 -0.5 *J0634 20.000 0.625 36.0 19.6 -12.8 -24.4 0.00 1.00 0.00 574.9 459.5 267.6 0.13 *J0601 *J0691 *J0501 54.000 1.500 42.0 T1 1.4 -0.9 -0.5 *J0703 30.000 1.125 36.0 61.4 8.5 91.0 0.00 1.00 0.00 1038.6 1350.2 661.2 0.20 *J0601 *J0691 *J0501 54.000 1.500 42.0 T1 1.4 -0.9 -0.5 *J0653 20.000 0.750 36.0 -32.3 54.7 -0.6 1.00 0.00 0.00 673.1 459.5 267.6 0.06 *J0601 *J0691 *J0501 54.000 1.500 42.0 T1 1.4 -0.9 -0.5 *J0702 30.000 1.000 36.0 744.1 161.9 -45.1 0.05 0.95 0.00 1053.3 1350.2 661.2 0.79 *J0601 *J0691 *J0501 54.000 1.500 42.0 T1 1.4 -0.9 -0.5 *B25050T 20.000 0.500 36.0 319.1 -52.2 -1.6 0.00 1.00 0.00 745.8 596.0 347.1 0.44 *J0601 *J0691 *J0501 54.000 1.500 42.0 T1 1.4 -0.9 -0.5 *B25050T 20.000 0.500 36.0 22.2 -78.5 48.2 0.00 1.00 0.00 659.6 527.2 307.0 0.21 *J0602 *J0692 *J0502 54.000 1.500 42.0 T1 0.0 -0.3 0.2 *J0655 18.000 0.500 36.0 3.3 -22.3 -21.1 0.00 1.00 0.00 516.5 364.9 229.8 0.10 *J0602 *J0692 *J0502 54.000 1.500 42.0 T1 0.0 -0.3 0.2 *J0604 20.000 0.625 36.0 -6.5 -14.0 45.4 0.00 1.00 0.00 503.3 456.5 265.9 0.18 *J0602 *J0692 *J0502 54.000 1.500 42.0 T1 0.0 -0.3 0.2 *J0653 20.000 0.750 36.0 -23.0 -69.3 -56.4 0.00 1.00 0.00 503.3 456.5 265.9 0.28 *J0603 *J0693 *J0503 54.000 1.500 42.0 T1 2.2 0.6 -0.4 *J0646 14.000 0.500 36.0 -3.4 8.9 10.4 0.00 1.00 0.00 353.7 211.6 166.6 0.07 *J0603 *J0693 *J0503 54.000 1.500 42.0 T1 2.2 0.6 -0.4 *B25050T 20.000 0.500 36.0 60.9 -88.7 54.0 0.00 1.00 0.00 747.6 597.0 347.7 0.26 *J0603 *J0693 *J0503 54.000 1.500 42.0 T1 2.2 0.6 -0.4 *B25050T 20.000 0.500 36.0 250.7 -54.1 3.7 0.00 1.00 0.00 661.2 528.1 307.5 0.40 *J0603 *J0693 *J0503 54.000 1.500 42.0 T1 2.2 0.6 -0.4 *J0636 20.000 0.625 36.0 3.4 -11.0 42.7 0.00 1.00 0.00 576.3 460.2 268.0 0.17 *J0603 *J0693 *J0503 54.000 1.500 42.0 T1 2.2 0.6 -0.4 *J0657 20.000 0.750 36.0 548.1 59.8 2.8 0.00 1.00 0.00 576.3 460.2 268.0 0.98 *J0603 *J0693 *J0503 54.000 1.500 42.0 T1 2.2 0.6 -0.4 *B25050T 20.000 0.500 36.0 85.6 -76.1 -54.0 0.00 1.00 0.00 661.2 528.1 307.5 0.33 *J0603 *J0693 *J0503 54.000 1.500 42.0 T1 2.2 0.6 -0.4 *B25050T 20.000 0.500 36.0 275.4 -49.2 6.6 0.00 1.00 0.00 747.6 597.0 347.7 0.39 *J0604 *J0694 *J0504 54.000 1.500 42.0 T1 2.2 -0.9 -0.5 *J0655 18.000 0.500 36.0 43.9 -18.8 7.5 0.00 1.00 0.00 521.0 367.0 231.1 0.12 *J0604 *J0694 *J0504 54.000 1.500 42.0 T1 2.2 -0.9 -0.5 *J0602 20.000 0.625 36.0 -6.8 -2.1 60.8 0.00 1.00 0.00 507.7 459.2 267.4 0.24 *J0604 *J0694 *J0504 54.000 1.500 42.0 T1 2.2 -0.9 -0.5 *J0702 30.000 1.125 36.0 -29.1 -15.7 -47.3 0.00 1.00 0.00 1010.5 1349.4 660.8 0.10 *J0604 *J0694 *J0504 54.000 1.500 42.0 T1 2.2 -0.9 -0.5 *J0657 20.000 0.750 36.0 577.4 -63.0 41.1 1.00 0.00 0.00 672.0 459.2 267.4 1.03 Page 24 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J0604 *J0694 *J0504 54.000 1.500 42.0 T1 2.2 -0.9 -0.5 *J0703 30.000 1.000 36.0 -778.2 -112.6 69.7 0.89 0.11 0.00 1284.0 1349.4 660.8 0.72 *J0634 *J0601 *J0636 20.000 0.625 36.0 T1 0.5 0.2 0.6 *J0644 18.000 0.500 36.0 -4.4 -5.8 8.7 1.00 0.00 0.00 293.2 188.7 110.4 0.09 *J0634 *J0601 *J0636 20.000 0.625 36.0 T1 0.5 0.2 0.6 *J0645 18.000 0.500 36.0 13.4 -5.4 6.1 0.41 0.59 0.00 326.8 236.4 138.3 0.09 *J0636 *J0603 *J0634 20.000 0.625 36.0 T1 0.3 0.2 2.2 *J0646 18.000 0.500 36.0 17.9 16.7 -9.1 0.25 0.75 0.00 251.7 188.4 110.3 0.16 *J0636 *J0603 *J0634 20.000 0.625 36.0 T1 0.3 0.2 2.2 *J0645 18.000 0.500 36.0 -5.7 -17.3 -7.6 1.00 0.00 0.00 366.7 236.1 138.2 0.08 *J0644 *J0654 *J0634 18.000 0.500 36.0 T1 0.3 1.2 0.4 *J0653 14.000 0.500 36.0 -6.8 -0.8 -1.8 1.00 0.00 0.00 220.5 113.7 58.7 0.06 *J0644 *J0654 *J0634 18.000 0.500 36.0 T1 0.3 1.2 0.4 *J0601 14.000 0.500 36.0 9.0 4.7 0.2 0.75 0.25 0.00 209.1 113.7 58.6 0.05 *J0645 *J0656 *J0634 18.000 0.500 36.0 T1 0.5 0.6 -0.1 *J0654 18.000 0.500 36.0 -1.4 3.9 -6.3 0.00 0.00 1.00 168.3 149.0 89.7 0.08 *J0645 *J0656 *J0634 18.000 0.500 36.0 T1 0.5 0.6 -0.1 *J0636 18.000 0.500 36.0 -4.4 -6.2 5.7 0.00 0.68 0.32 198.8 150.4 90.6 0.09 *J0646 *J0656 *J0636 18.000 0.500 36.0 T1 0.7 1.4 -3.3 *J0657 14.000 0.500 36.0 20.1 8.1 1.7 0.13 0.87 0.00 179.8 113.6 58.6 0.15 *J0646 *J0656 *J0636 18.000 0.500 36.0 T1 0.7 1.4 -3.3 *J0603 14.000 0.500 36.0 -2.5 13.3 -0.1 1.00 0.00 0.00 217.6 113.6 58.6 0.03 *J0653 *J0601 *J0602 20.000 0.625 36.0 T1 -0.7 0.7 2.4 *J0644 14.000 0.500 36.0 -5.9 -5.6 -3.7 1.00 0.00 0.00 285.2 143.3 75.3 0.07 *J0653 *J0601 *J0602 20.000 0.625 36.0 T1 -0.7 0.7 2.4 *J0654 18.000 0.500 36.0 9.9 22.6 4.8 0.45 0.55 0.00 259.9 187.2 109.6 0.10 *J0654 *J0653 *J0655 18.000 0.500 36.0 T1 0.5 0.4 -5.0 *J0644 18.000 0.500 36.0 11.5 -14.5 -5.3 0.02 0.98 0.00 169.7 148.4 89.4 0.14 *J0654 *J0653 *J0655 18.000 0.500 36.0 T1 0.5 0.4 -5.0 *J0645 18.000 0.500 36.0 -0.4 -12.3 -2.3 1.00 0.00 0.00 313.2 209.9 126.4 0.02 *J0655 *J0654 *J0656 18.000 0.500 36.0 T1 -0.5 -0.2 7.8 *J0602 18.000 0.500 36.0 1.2 -23.7 7.3 0.00 1.00 0.00 232.8 207.4 124.9 0.08 *J0655 *J0654 *J0656 18.000 0.500 36.0 T1 -0.5 -0.2 7.8 *J0604 18.000 0.500 36.0 41.9 6.0 8.5 0.00 1.00 0.00 232.8 207.4 124.9 0.25 *J0656 *J0657 *J0655 18.000 0.500 36.0 T1 -0.5 0.5 -7.4 *J0646 18.000 0.500 36.0 8.5 -34.0 5.3 0.00 1.00 0.00 165.4 146.9 88.5 0.16 *J0656 *J0657 *J0655 18.000 0.500 36.0 T1 -0.5 0.5 -7.4 *J0645 18.000 0.500 36.0 13.3 1.5 3.1 0.00 1.00 0.00 233.9 207.8 125.1 0.08 *J0657 *J0603 *J0604 20.000 0.625 36.0 T1 15.1 1.0 -1.3 *J0646 14.000 0.500 36.0 21.0 -9.1 4.8 0.81 0.19 0.00 281.5 144.2 75.7 0.14 *J0657 *J0603 *J0604 20.000 0.625 36.0 T1 15.1 1.0 -1.3 *J0656 18.000 0.500 36.0 -12.7 -28.1 -3.2 1.00 0.00 0.00 298.1 188.4 110.2 0.09 *J0701 *J0691 *J0801 53.000 1.000 42.0 T1 3.2 -2.0 -2.0 *J0744 14.000 0.375 36.0 -59.9 4.1 -11.3 0.00 0.00 1.00 174.7 145.8 85.9 0.47 *J0701 *J0691 *J0801 53.000 1.000 42.0 T1 3.2 -2.0 -2.0 *J0734 16.000 0.375 36.0 15.5 6.4 -20.4 0.00 1.00 0.00 237.1 194.6 102.1 0.27 Page 25 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J0701 *J0691 *J0801 53.000 1.000 42.0 T1 3.2 -2.0 -2.0 *J0753 16.000 0.375 36.0 -282.0 -0.7 4.6 0.00 0.08 0.92 190.2 194.6 102.1 1.53 *J0701 *J0691 *J0801 53.000 1.000 42.0 T1 3.2 -2.0 -2.0 *B20050T 20.000 0.500 36.0 -139.7 21.8 21.1 0.74 0.00 0.26 375.7 364.9 163.5 0.50 *J0701 *J0691 *J0801 53.000 1.000 42.0 T1 3.2 -2.0 -2.0 *B20050T 20.000 0.500 36.0 116.7 23.4 14.3 1.00 0.00 0.00 474.8 412.5 184.9 0.33 *J0701 *J0691 *J0801 53.000 1.000 42.0 T1 3.2 -2.0 -2.0 *B20050T 20.000 0.500 36.0 -198.8 12.1 4.0 0.33 0.00 0.67 345.4 412.5 184.9 0.60 *J0701 *J0691 *J0801 53.000 1.000 42.0 T1 3.2 -2.0 -2.0 *B20050T 20.000 0.500 36.0 57.6 25.3 6.2 1.00 0.00 0.00 419.9 364.9 163.5 0.18 *J0702 *J0692 *J0802 53.000 1.000 42.0 T1 4.3 1.0 -1.4 *J0604 30.000 0.625 36.0 -25.8 -9.1 87.0 0.95 0.05 0.00 886.3 1165.6 463.6 0.22 *J0702 *J0692 *J0802 53.000 1.000 42.0 T1 4.3 1.0 -1.4 *J0775 16.000 0.375 36.0 -0.3 3.8 17.8 0.95 0.05 0.00 277.4 194.6 102.1 0.18 *J0702 *J0692 *J0802 53.000 1.000 42.0 T1 4.3 1.0 -1.4 *J0804 30.000 0.625 36.0 19.2 7.3 -77.8 1.00 0.00 0.00 692.3 898.7 357.5 0.25 *J0702 *J0692 *J0802 53.000 1.000 42.0 T1 4.3 1.0 -1.4 *J0753 16.000 0.375 36.0 -271.1 17.5 10.5 0.89 0.11 0.00 273.9 194.6 102.1 1.10 *J0702 *J0692 *J0802 53.000 1.000 42.0 T1 4.3 1.0 -1.4 *J0601 30.000 0.500 36.0 757.0 4.0 -40.8 1.00 0.00 0.00 898.0 1165.6 463.6 0.93 *J0702 *J0692 *J0802 53.000 1.000 42.0 T1 4.3 1.0 -1.4 *J0801 30.000 0.625 36.0 -338.4 55.2 36.7 0.89 0.11 0.00 674.8 898.7 357.5 0.61 *J0703 *J0693 *J0803 53.000 1.000 42.0 T1 3.4 -1.6 1.6 *J0601 30.000 0.625 36.0 61.3 32.1 -83.0 0.05 0.95 0.00 683.4 1169.0 465.0 0.27 *J0703 *J0693 *J0803 53.000 1.000 42.0 T1 3.4 -1.6 1.6 *J0736 16.000 0.375 36.0 -5.8 7.5 3.2 1.00 0.00 0.00 282.4 195.2 102.4 0.05 *J0703 *J0693 *J0803 53.000 1.000 42.0 T1 3.4 -1.6 1.6 *J0801 30.000 0.625 36.0 76.6 -7.3 99.9 0.05 0.95 0.00 526.9 901.3 358.5 0.42 *J0703 *J0693 *J0803 53.000 1.000 42.0 T1 3.4 -1.6 1.6 *J0746 14.000 0.375 36.0 -31.1 3.7 1.4 0.00 0.00 1.00 175.2 146.2 86.1 0.19 *J0703 *J0693 *J0803 53.000 1.000 42.0 T1 3.4 -1.6 1.6 *J0757 16.000 0.375 36.0 -70.2 -3.6 -5.1 0.04 0.11 0.85 195.4 195.2 102.4 0.41 *J0703 *J0693 *J0803 53.000 1.000 42.0 T1 3.4 -1.6 1.6 *J0604 30.000 0.500 36.0 -789.1 17.3 30.1 0.04 0.11 0.85 482.1 1169.0 465.0 1.70 *J0703 *J0693 *J0803 53.000 1.000 42.0 T1 3.4 -1.6 1.6 *J0804 30.000 0.625 36.0 28.5 -114.8 -19.9 1.00 0.00 0.00 695.5 901.3 358.5 0.11 *J0703 *J0693 *J0803 53.000 1.000 42.0 T1 3.4 -1.6 1.6 *B20050T 20.000 0.500 36.0 148.4 47.5 -12.6 1.00 0.00 0.00 423.6 365.9 164.0 0.44 *J0703 *J0693 *J0803 53.000 1.000 42.0 T1 3.4 -1.6 1.6 *B20050T 20.000 0.500 36.0 -232.1 40.0 -12.5 0.72 0.00 0.28 424.7 413.7 185.4 0.62 *J0703 *J0693 *J0803 53.000 1.000 42.0 T1 3.4 -1.6 1.6 *B20050T 20.000 0.500 36.0 123.4 44.8 -33.7 1.00 0.00 0.00 478.9 413.7 185.4 0.45 *J0703 *J0693 *J0803 53.000 1.000 42.0 T1 3.4 -1.6 1.6 *B20050T 20.000 0.500 36.0 -257.1 31.3 -27.2 0.42 0.00 0.58 323.8 365.9 164.0 0.97 *J0704 *J0694 *J0804 53.000 1.000 42.0 T1 3.5 2.2 1.5 *J0775 16.000 0.375 36.0 -6.4 4.9 -13.7 0.00 1.00 0.00 213.1 195.5 102.5 0.16 Page 26 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J0704 *J0694 *J0804 53.000 1.000 42.0 T1 3.5 2.2 1.5 *J0757 16.000 0.375 36.0 -59.9 20.7 -10.9 0.00 1.00 0.00 213.1 195.5 102.5 0.40 *J0734 *J0701 *J0735 16.000 0.500 36.0 T1 0.6 0.6 -2.0 *J0744 16.000 0.500 36.0 -1.4 8.5 0.1 0.00 1.00 0.00 201.2 121.9 76.8 0.01 *J0735 *J0734 *J0736 16.000 0.500 36.0 T1 0.7 0.5 -0.1 *J0744 12.750 0.375 36.0 -12.1 -2.5 1.4 1.00 0.00 0.00 291.4 135.5 74.3 0.06 *J0735 *J0734 *J0736 16.000 0.500 36.0 T1 0.7 0.5 -0.1 *J0746 12.750 0.375 36.0 13.3 0.7 1.4 0.91 0.09 0.00 287.3 135.5 74.3 0.06 *J0736 *J0703 *J0735 16.000 0.500 36.0 T1 -0.2 0.6 0.6 *J0746 16.000 0.500 36.0 1.9 3.2 -0.8 0.00 1.00 0.00 168.3 121.3 76.4 0.02 *J0744 *J0754 *J0734 16.000 0.500 36.0 T1 -0.4 0.4 -0.6 *J0753 14.000 0.375 36.0 -5.5 -5.7 -0.4 0.00 0.01 0.99 162.6 140.2 80.7 0.04 *J0744 *J0754 *J0734 16.000 0.500 36.0 T1 -0.4 0.4 -0.6 *J0701 14.000 0.375 36.0 -59.5 -9.1 -3.2 0.00 0.01 0.99 110.9 95.6 55.0 0.60 *J0744 *J0754 *J0734 16.000 0.500 36.0 T1 -0.4 0.4 -0.6 *J0735 12.750 0.375 36.0 -11.8 1.9 0.5 0.00 0.00 1.00 102.3 87.8 48.2 0.12 *J0744 *J0754 *J0734 16.000 0.500 36.0 T1 -0.4 0.4 -0.6 *J0746 16.000 0.500 36.0 -39.9 -2.2 2.8 0.00 0.00 1.00 165.5 121.3 76.4 0.28 *J0744 *J0754 *J0734 16.000 0.500 36.0 T1 -0.4 0.4 -0.6 *J0745 16.000 0.500 36.0 -15.4 5.3 2.2 0.00 0.00 1.00 264.9 194.2 122.3 0.08 *J0745 *J0746 *J0754 16.000 0.500 36.0 T1 0.0 0.4 -0.5 *J0744 16.000 0.500 36.0 -14.4 -4.7 3.9 0.00 0.07 0.93 172.4 124.6 78.4 0.13 *J0745 *J0746 *J0754 16.000 0.500 36.0 T1 0.0 0.4 -0.5 *J0756 16.000 0.500 36.0 -13.1 2.2 -5.0 0.00 0.00 1.00 166.8 122.3 77.0 0.14 *J0746 *J0756 *J0736 16.000 0.500 36.0 T1 0.1 0.5 -0.3 *J0757 14.000 0.375 36.0 1.5 -3.9 0.7 1.00 0.00 0.00 275.3 140.5 80.8 0.02 *J0746 *J0756 *J0736 16.000 0.500 36.0 T1 0.1 0.5 -0.3 *J0703 14.000 0.375 36.0 -30.7 0.1 3.0 0.03 0.00 0.97 113.2 95.8 55.1 0.33 *J0746 *J0756 *J0736 16.000 0.500 36.0 T1 0.1 0.5 -0.3 *J0735 12.750 0.375 36.0 13.6 1.7 -0.6 1.00 0.00 0.00 189.4 88.0 48.3 0.08 *J0746 *J0756 *J0736 16.000 0.500 36.0 T1 0.1 0.5 -0.3 *J0744 16.000 0.500 36.0 -39.9 6.5 -2.9 0.29 0.01 0.70 178.4 121.6 76.5 0.26 *J0746 *J0756 *J0736 16.000 0.500 36.0 T1 0.1 0.5 -0.3 *J0745 16.000 0.500 36.0 0.1 1.5 -2.3 1.00 0.00 0.00 333.8 194.6 122.5 0.02 *J0753 *J0701 *J0702 16.000 0.375 36.0 T1 -14.9 1.8 1.1 *J0775 14.000 0.375 36.0 -10.2 6.2 -2.3 1.00 0.00 0.00 131.2 70.8 36.3 0.15 *J0753 *J0701 *J0702 16.000 0.375 36.0 T1 -14.9 1.8 1.1 *J0744 14.000 0.375 36.0 -3.7 -2.0 -2.8 1.00 0.00 0.00 143.8 77.6 39.7 0.10 *J0753 *J0701 *J0702 16.000 0.375 36.0 T1 -14.9 1.8 1.1 *J0754 16.000 0.375 36.0 9.9 0.4 5.5 0.97 0.03 0.00 107.3 67.2 38.0 0.24 *J0754 *J0753 *J0756 16.000 0.500 36.0 T1 0.4 0.9 0.6 *J0744 16.000 0.500 36.0 -4.7 2.4 -1.5 0.29 0.71 0.00 203.0 121.8 76.7 0.04 *J0754 *J0753 *J0756 16.000 0.500 36.0 T1 0.4 0.9 0.6 *J0745 16.000 0.500 36.0 1.9 -1.0 -3.5 1.00 0.00 0.00 294.4 172.2 108.4 0.04 *J0756 *J0757 *J0754 16.000 0.500 36.0 T1 0.3 0.6 0.7 *J0746 16.000 0.500 36.0 5.7 0.7 1.4 1.00 0.00 0.00 208.2 121.6 76.6 0.05 Page 27 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J0756 *J0757 *J0754 16.000 0.500 36.0 T1 0.3 0.6 0.7 *J0745 16.000 0.500 36.0 -12.3 0.1 4.1 0.66 0.34 0.00 290.7 172.0 108.3 0.08 *J0757 *J0703 *J0704 16.000 0.375 36.0 T1 -3.4 2.0 -1.1 *J0775 14.000 0.375 36.0 -1.7 4.9 1.9 1.00 0.00 0.00 154.8 86.0 44.0 0.06 *J0757 *J0703 *J0704 16.000 0.375 36.0 T1 -3.4 2.0 -1.1 *J0746 14.000 0.375 36.0 3.3 -3.2 3.5 0.77 0.23 0.00 158.9 94.3 48.3 0.09 *J0757 *J0703 *J0704 16.000 0.375 36.0 T1 -3.4 2.0 -1.1 *J0756 16.000 0.375 36.0 -0.4 1.4 -5.5 1.00 0.00 0.00 128.5 81.6 46.1 0.12 *J0775 *J0702 *J0704 16.000 0.375 36.0 T1 -0.0 0.7 3.5 *J0753 14.000 0.375 36.0 -8.6 3.9 2.3 0.00 1.00 0.00 142.3 88.5 45.3 0.11 *J0775 *J0702 *J0704 16.000 0.375 36.0 T1 -0.0 0.7 3.5 *J0757 14.000 0.375 36.0 -0.1 -6.3 2.7 0.00 1.00 0.00 142.3 88.5 45.3 0.06 *J0801 *J0701 *J0901 53.000 1.000 42.0 T1 2.7 -1.0 -0.8 *J0703 30.000 0.500 36.0 76.6 33.1 89.0 0.00 1.00 0.00 629.5 1096.5 436.1 0.33 *J0801 *J0701 *J0901 53.000 1.000 42.0 T1 2.7 -1.0 -0.8 *J0834 16.000 0.375 36.0 -0.0 9.9 -10.5 1.00 0.00 0.00 283.6 195.4 102.5 0.10 *J0801 *J0701 *J0901 53.000 1.000 42.0 T1 2.7 -1.0 -0.8 *J0935 24.000 0.500 36.0 35.7 -2.6 -46.4 0.00 1.00 0.00 530.1 706.4 291.0 0.23 *J0801 *J0701 *J0901 53.000 1.000 42.0 T1 2.7 -1.0 -0.8 *J0844 14.000 0.375 36.0 -67.4 10.9 -6.0 0.00 0.00 1.00 175.6 146.5 86.3 0.46 *J0801 *J0701 *J0901 53.000 1.000 42.0 T1 2.7 -1.0 -0.8 *J0853 16.000 0.375 36.0 -256.7 15.5 8.0 0.00 0.00 1.00 189.0 195.4 102.5 1.44 *J0801 *J0701 *J0901 53.000 1.000 42.0 T1 2.7 -1.0 -0.8 *J0702 30.000 0.500 36.0 -348.5 94.5 4.8 0.00 0.00 1.00 408.6 1096.5 436.1 0.87 *J0801 *J0701 *J0901 53.000 1.000 42.0 T1 2.7 -1.0 -0.8 *J0953 24.000 0.500 36.0 -358.0 -57.9 11.0 0.00 0.00 1.00 365.8 706.4 291.0 1.02 *J0801 *J0701 *J0901 53.000 1.000 42.0 T1 2.7 -1.0 -0.8 *B15050T 20.000 0.500 36.0 -4.4 -16.9 28.3 0.00 0.00 1.00 250.1 366.2 164.1 0.19 *J0801 *J0701 *J0901 53.000 1.000 42.0 T1 2.7 -1.0 -0.8 *B15050T 20.000 0.500 36.0 -80.1 -9.6 21.3 0.00 0.00 1.00 282.7 414.1 185.6 0.40 *J0801 *J0701 *J0901 53.000 1.000 42.0 T1 2.7 -1.0 -0.8 *B15050T 20.000 0.500 36.0 32.2 -11.7 11.9 1.00 0.00 0.00 480.9 414.1 185.6 0.13 *J0801 *J0701 *J0901 53.000 1.000 42.0 T1 2.7 -1.0 -0.8 *B15050T 20.000 0.500 36.0 -43.6 -9.8 21.9 0.65 0.00 0.35 364.6 366.2 164.1 0.25 *J0802 *J0702 *J0902 53.000 1.000 42.0 T1 4.3 0.7 -0.4 *J0875 16.000 0.375 36.0 -36.9 8.5 11.8 0.94 0.06 0.00 280.3 195.6 102.6 0.25 *J0802 *J0702 *J0902 53.000 1.000 42.0 T1 4.3 0.7 -0.4 *J0975 24.000 0.500 36.0 51.5 3.8 -18.0 1.00 0.00 0.00 685.4 707.2 291.3 0.14 *J0802 *J0702 *J0902 53.000 1.000 42.0 T1 4.3 0.7 -0.4 *J0853 16.000 0.375 36.0 -270.5 10.4 5.8 0.92 0.08 0.00 278.6 195.6 102.6 1.03 *J0802 *J0702 *J0902 53.000 1.000 42.0 T1 4.3 0.7 -0.4 *J0953 24.000 0.500 36.0 368.1 23.1 14.1 1.00 0.00 0.00 685.4 707.2 291.3 0.59 *J0803 *J0703 *J0903 53.000 1.000 42.0 T1 2.4 -1.6 1.6 *J0846 14.000 0.375 36.0 -76.7 10.0 8.8 0.00 0.00 1.00 175.2 146.2 86.1 0.54 *J0803 *J0703 *J0903 53.000 1.000 42.0 T1 2.4 -1.6 1.6 *J0836 16.000 0.375 36.0 -6.2 10.0 15.9 1.00 0.00 0.00 281.6 194.9 102.3 0.18 Page 28 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J0803 *J0703 *J0903 53.000 1.000 42.0 T1 2.4 -1.6 1.6 *J0935 24.000 0.500 36.0 42.5 -2.7 55.7 0.22 0.78 0.00 561.2 704.8 290.3 0.27 *J0803 *J0703 *J0903 53.000 1.000 42.0 T1 2.4 -1.6 1.6 *J0857 16.000 0.375 36.0 -284.5 13.5 -6.0 0.00 0.00 1.00 188.6 194.9 102.3 1.57 *J0803 *J0703 *J0903 53.000 1.000 42.0 T1 2.4 -1.6 1.6 *J0957 24.000 0.500 36.0 -323.1 -64.1 -7.0 0.00 0.00 1.00 365.0 704.8 290.3 0.92 *J0803 *J0703 *J0903 53.000 1.000 42.0 T1 2.4 -1.6 1.6 *B15050T 20.000 0.500 36.0 -79.1 -1.5 -6.8 0.04 0.00 0.96 257.2 365.4 163.8 0.35 *J0803 *J0703 *J0903 53.000 1.000 42.0 T1 2.4 -1.6 1.6 *B15050T 20.000 0.500 36.0 4.0 -8.4 -6.4 1.00 0.00 0.00 477.4 413.1 185.2 0.04 *J0803 *J0703 *J0903 53.000 1.000 42.0 T1 2.4 -1.6 1.6 *B15050T 20.000 0.500 36.0 -61.2 -4.9 -16.9 0.40 0.00 0.60 361.3 413.1 185.2 0.26 *J0803 *J0703 *J0903 53.000 1.000 42.0 T1 2.4 -1.6 1.6 *B15050T 20.000 0.500 36.0 21.9 -9.0 -14.9 1.00 0.00 0.00 422.3 365.4 163.8 0.14 *J0804 *J0704 *J0904 53.000 1.000 42.0 T1 3.5 -0.0 0.6 *J0702 30.000 0.500 36.0 21.2 0.0 -83.8 0.78 0.22 0.00 800.6 1095.5 435.7 0.22 *J0804 *J0704 *J0904 53.000 1.000 42.0 T1 3.5 -0.0 0.6 *J0875 16.000 0.375 36.0 -23.4 7.3 -12.4 1.00 0.00 0.00 283.6 195.2 102.4 0.21 *J0804 *J0704 *J0904 53.000 1.000 42.0 T1 3.5 -0.0 0.6 *J0975 24.000 0.500 36.0 22.1 -2.6 18.6 0.78 0.22 0.00 649.8 705.7 290.7 0.10 *J0804 *J0704 *J0904 53.000 1.000 42.0 T1 3.5 -0.0 0.6 *J0857 16.000 0.375 36.0 -274.7 12.7 -8.2 0.89 0.11 0.00 275.5 195.2 102.4 1.08 *J0804 *J0704 *J0904 53.000 1.000 42.0 T1 3.5 -0.0 0.6 *J0703 30.000 0.500 36.0 40.8 -22.4 24.3 1.00 0.00 0.00 848.9 1095.5 435.7 0.10 *J0804 *J0704 *J0904 53.000 1.000 42.0 T1 3.5 -0.0 0.6 *J0957 24.000 0.500 36.0 317.4 25.5 -10.1 1.00 0.00 0.00 683.6 705.7 290.7 0.50 *J0834 *J0801 *J0835 16.000 0.500 36.0 T1 -0.0 0.9 -0.3 *J0844 16.000 0.500 36.0 1.7 3.7 -4.5 0.00 1.00 0.00 168.7 121.5 76.5 0.07 *J0836 *J0803 *J0835 16.000 0.500 36.0 T1 -0.3 1.0 0.8 *J0844 14.000 0.375 36.0 -7.9 1.0 -1.7 1.00 0.00 0.00 296.3 151.5 87.2 0.05 *J0836 *J0803 *J0835 16.000 0.500 36.0 T1 -0.3 1.0 0.8 *J0846 16.000 0.500 36.0 5.4 2.5 3.7 0.78 0.22 0.00 199.1 121.4 76.4 0.08 *J0844 *J0854 *J0834 16.000 0.500 36.0 T1 0.1 0.3 0.0 *J0853 14.000 0.375 36.0 -31.0 -8.0 -1.8 0.00 0.01 0.99 140.7 121.3 69.8 0.25 *J0844 *J0854 *J0834 16.000 0.500 36.0 T1 0.1 0.3 0.0 *J0801 14.000 0.375 36.0 -66.7 -0.3 -6.0 0.00 0.01 0.99 117.7 101.5 58.4 0.67 *J0844 *J0854 *J0834 16.000 0.500 36.0 T1 0.1 0.3 0.0 *J0836 14.000 0.375 36.0 -7.2 4.1 1.5 0.00 0.00 1.00 124.0 107.4 61.8 0.08 *J0844 *J0854 *J0834 16.000 0.500 36.0 T1 0.1 0.3 0.0 *J0846 16.000 0.500 36.0 -71.8 -6.3 4.4 0.00 0.00 1.00 165.7 121.5 76.5 0.49 *J0844 *J0854 *J0834 16.000 0.500 36.0 T1 0.1 0.3 0.0 *J0845 16.000 0.500 36.0 -6.7 2.2 1.7 0.00 0.00 1.00 265.3 194.5 122.5 0.04 *J0845 *J0846 *J0854 16.000 0.500 36.0 T1 -0.4 0.5 -0.6 *J0844 16.000 0.500 36.0 -5.7 -4.9 3.8 0.00 0.00 1.00 169.4 124.2 78.2 0.08 *J0845 *J0846 *J0854 16.000 0.500 36.0 T1 -0.4 0.5 -0.6 *J0856 16.000 0.500 36.0 -5.7 -1.8 -4.7 0.00 0.03 0.97 167.2 121.9 76.7 0.10 Page 29 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J0846 *J0856 *J0836 16.000 0.500 36.0 T1 0.3 0.2 0.4 *J0857 14.000 0.375 36.0 -16.3 -8.0 1.6 0.00 0.01 0.99 140.8 121.3 69.8 0.14 *J0846 *J0856 *J0836 16.000 0.500 36.0 T1 0.3 0.2 0.4 *J0803 14.000 0.375 36.0 -76.0 -2.4 5.5 0.00 0.01 0.99 117.8 101.5 58.4 0.74 *J0846 *J0856 *J0836 16.000 0.500 36.0 T1 0.3 0.2 0.4 *J0844 16.000 0.500 36.0 -71.8 6.2 -5.0 0.00 0.00 1.00 165.8 121.5 76.5 0.50 *J0846 *J0856 *J0836 16.000 0.500 36.0 T1 0.3 0.2 0.4 *J0845 16.000 0.500 36.0 -11.9 2.5 -1.8 0.00 0.00 1.00 265.3 194.5 122.5 0.06 *J0853 *J0801 *J0802 16.000 0.375 36.0 T1 -14.8 1.9 0.6 *J0875 16.000 0.375 36.0 2.8 9.4 -4.7 1.00 0.00 0.00 155.7 96.6 54.6 0.11 *J0853 *J0801 *J0802 16.000 0.375 36.0 T1 -14.8 1.9 0.6 *J0844 14.000 0.375 36.0 -29.2 -2.4 -0.3 0.98 0.02 0.00 125.1 68.2 34.9 0.24 *J0853 *J0801 *J0802 16.000 0.375 36.0 T1 -14.8 1.9 0.6 *J0854 16.000 0.375 36.0 19.5 -3.3 7.3 1.00 0.00 0.00 110.1 68.3 38.6 0.37 *J0854 *J0853 *J0856 16.000 0.500 36.0 T1 0.8 1.3 1.4 *J0844 16.000 0.500 36.0 2.7 -0.9 -0.8 1.00 0.00 0.00 208.3 122.1 76.9 0.02 *J0854 *J0853 *J0856 16.000 0.500 36.0 T1 0.8 1.3 1.4 *J0845 16.000 0.500 36.0 -9.4 2.9 -3.9 0.40 0.60 0.00 289.0 172.7 108.8 0.07 *J0856 *J0857 *J0854 16.000 0.500 36.0 T1 0.9 1.4 -1.2 *J0846 16.000 0.500 36.0 -0.4 -0.3 0.9 0.00 1.00 0.00 202.0 122.2 77.0 0.01 *J0856 *J0857 *J0854 16.000 0.500 36.0 T1 0.9 1.4 -1.2 *J0845 16.000 0.500 36.0 -4.9 2.4 4.1 0.00 1.00 0.00 285.6 172.9 108.8 0.05 *J0857 *J0803 *J0804 16.000 0.375 36.0 T1 -15.1 2.0 -1.0 *J0875 16.000 0.375 36.0 -16.6 9.1 4.1 1.00 0.00 0.00 152.9 94.5 53.4 0.19 *J0857 *J0803 *J0804 16.000 0.375 36.0 T1 -15.1 2.0 -1.0 *J0846 14.000 0.375 36.0 -14.6 -2.7 0.9 1.00 0.00 0.00 123.4 66.8 34.2 0.15 *J0857 *J0803 *J0804 16.000 0.375 36.0 T1 -15.1 2.0 -1.0 *J0856 16.000 0.375 36.0 22.6 -2.0 -7.2 1.00 0.00 0.00 108.1 66.9 37.8 0.40 *J0875 *J0802 *J0804 16.000 0.375 36.0 T1 -2.0 1.2 3.7 *J0853 16.000 0.375 36.0 5.1 9.4 2.0 1.00 0.00 0.00 185.4 117.4 66.4 0.06 *J0875 *J0802 *J0804 16.000 0.375 36.0 T1 -2.0 1.2 3.7 *J0857 16.000 0.375 36.0 -14.2 -9.3 2.0 0.36 0.64 0.00 175.6 117.4 66.4 0.12 *J0901 *J0801 *J1001 53.000 1.000 42.0 T1 2.7 -1.2 -1.2 *J0944 16.000 0.375 36.0 -70.5 6.7 -9.5 0.00 0.00 1.00 167.0 172.6 90.5 0.53 *J0901 *J0801 *J1001 53.000 1.000 42.0 T1 2.7 -1.2 -1.2 *J1044 18.000 0.375 36.0 -22.0 -18.5 -30.2 0.00 0.00 1.00 253.0 314.6 150.9 0.29 *J0901 *J0801 *J1001 53.000 1.000 42.0 T1 2.7 -1.2 -1.2 *J0934 20.000 0.500 36.0 5.4 6.1 -22.8 0.00 1.00 0.00 260.7 280.0 125.5 0.20 *J0901 *J0801 *J1001 53.000 1.000 42.0 T1 2.7 -1.2 -1.2 *J0953 20.000 0.500 36.0 -404.6 40.4 10.8 0.00 0.00 1.00 191.3 280.0 125.5 2.22 *J0901 *J0801 *J1001 53.000 1.000 42.0 T1 2.7 -1.2 -1.2 *B10050T 20.000 0.500 36.0 152.0 -47.0 28.3 1.00 0.00 0.00 370.8 321.3 144.0 0.63 *J0901 *J0801 *J1001 53.000 1.000 42.0 T1 2.7 -1.2 -1.2 *B10050T 20.000 0.500 36.0 -176.8 -46.6 8.8 0.97 0.00 0.03 414.4 363.3 162.8 0.50 *J0901 *J0801 *J1001 53.000 1.000 42.0 T1 2.7 -1.2 -1.2 *B10050T 20.000 0.500 36.0 144.8 -49.1 3.4 1.00 0.00 0.00 419.2 363.3 162.8 0.38 Page 30 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J0901 *J0801 *J1001 53.000 1.000 42.0 T1 2.7 -1.2 -1.2 *B10050T 20.000 0.500 36.0 -184.0 -43.5 23.4 0.70 0.00 0.30 325.1 321.3 144.0 0.75 *J0902 *J0802 *J1002 53.000 1.000 42.0 T1 2.3 1.1 -1.0 *J0975 20.000 0.500 36.0 -9.8 2.4 5.7 0.00 1.00 0.00 240.3 281.2 126.0 0.09 *J0902 *J0802 *J1002 53.000 1.000 42.0 T1 2.3 1.1 -1.0 *J0953 20.000 0.500 36.0 -50.2 -41.5 21.7 0.00 1.00 0.00 240.3 281.2 126.0 0.40 *J0902 *J0802 *J1002 53.000 1.000 42.0 T1 2.3 1.1 -1.0 *J1054 18.000 0.375 36.0 18.6 30.7 -22.3 0.00 1.00 0.00 286.0 270.2 129.6 0.25 *J0903 *J0803 *J1003 53.000 1.000 42.0 T1 2.8 -1.1 1.1 *J0946 16.000 0.375 36.0 -75.0 6.6 10.3 0.00 0.00 1.00 167.1 172.6 90.6 0.56 *J0903 *J0803 *J1003 53.000 1.000 42.0 T1 2.8 -1.1 1.1 *J1046 18.000 0.375 36.0 -20.0 -19.3 29.1 0.00 0.00 1.00 258.0 320.9 153.9 0.27 *J0903 *J0803 *J1003 53.000 1.000 42.0 T1 2.8 -1.1 1.1 *J0936 20.000 0.500 36.0 1.2 5.6 25.4 0.00 1.00 0.00 260.9 280.1 125.6 0.21 *J0903 *J0803 *J1003 53.000 1.000 42.0 T1 2.8 -1.1 1.1 *J0957 20.000 0.500 36.0 -415.5 39.1 -9.5 0.00 0.00 1.00 191.3 280.1 125.6 2.27 *J0903 *J0803 *J1003 53.000 1.000 42.0 T1 2.8 -1.1 1.1 *B10050T 20.000 0.500 36.0 -183.8 -44.8 -21.8 0.68 0.00 0.32 322.3 321.4 144.1 0.74 *J0903 *J0803 *J1003 53.000 1.000 42.0 T1 2.8 -1.1 1.1 *B10050T 20.000 0.500 36.0 140.5 -51.2 1.3 1.00 0.00 0.00 419.6 363.4 162.9 0.36 *J0903 *J0803 *J1003 53.000 1.000 42.0 T1 2.8 -1.1 1.1 *B10050T 20.000 0.500 36.0 -172.1 -49.7 -4.7 1.00 0.00 0.00 419.6 363.4 162.9 0.46 *J0903 *J0803 *J1003 53.000 1.000 42.0 T1 2.8 -1.1 1.1 *B10050T 20.000 0.500 36.0 152.2 -49.4 -26.1 1.00 0.00 0.00 371.1 321.4 144.1 0.62 *J0904 *J0804 *J1004 53.000 1.000 42.0 T1 2.0 1.2 0.9 *J0975 20.000 0.500 36.0 -8.8 6.7 -6.1 0.00 1.00 0.00 240.0 281.0 125.9 0.09 *J0904 *J0804 *J1004 53.000 1.000 42.0 T1 2.0 1.2 0.9 *J0957 20.000 0.500 36.0 -47.7 -40.4 -22.6 0.00 1.00 0.00 240.0 281.0 125.9 0.40 *J0904 *J0804 *J1004 53.000 1.000 42.0 T1 2.0 1.2 0.9 *J1056 18.000 0.375 36.0 14.5 29.9 22.6 0.00 1.00 0.00 287.8 272.0 130.5 0.24 *J0934 *J0901 *J0935 20.000 0.500 36.0 T1 0.2 0.5 -0.3 *J0944 16.000 0.500 36.0 6.0 1.4 -14.7 0.00 1.00 0.00 135.2 109.1 54.5 0.32 *J0935 *J0934 *J0936 38.000 1.000 36.0 T1 0.0 0.0 -0.5 *J0801 24.000 0.500 36.0 35.7 -19.6 37.4 0.00 0.00 1.00 399.0 579.1 275.4 0.23 *J0935 *J0934 *J0936 38.000 1.000 36.0 T1 0.0 0.0 -0.5 *J0803 24.000 0.500 36.0 42.5 17.2 33.0 0.00 0.00 1.00 399.0 579.1 275.4 0.23 *J0935 *J0934 *J0936 38.000 1.000 36.0 T1 0.0 0.0 -0.5 *J1001 30.000 0.500 36.0 42.5 -4.2 74.9 0.00 0.08 0.92 568.1 1051.4 533.2 0.22 *J0935 *J0934 *J0936 38.000 1.000 36.0 T1 0.0 0.0 -0.5 *J1003 30.000 0.500 36.0 42.5 3.7 75.8 0.00 0.08 0.92 568.1 1051.4 533.2 0.22 *J0935 *J0934 *J0936 38.000 1.000 36.0 T1 0.0 0.0 -0.5 *J1035 12.750 0.375 36.0 7.1 -0.1 6.6 0.00 0.08 0.92 178.1 118.0 71.4 0.13 *J0935 *J0934 *J0936 38.000 1.000 36.0 T1 0.0 0.0 -0.5 *J0944 16.000 0.375 36.0 9.9 -1.6 -13.7 0.00 1.00 0.00 321.3 219.8 114.5 0.15 *J0935 *J0934 *J0936 38.000 1.000 36.0 T1 0.0 0.0 -0.5 *J0946 16.000 0.375 36.0 10.2 1.5 -13.6 0.00 1.00 0.00 321.3 219.8 114.5 0.15 Page 31 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J0936 *J0903 *J0935 20.000 0.500 36.0 T1 0.0 0.5 0.4 *J0946 16.000 0.500 36.0 5.6 1.7 14.5 0.00 1.00 0.00 135.0 109.0 54.4 0.31 *J0944 *J0954 *J0934 16.000 0.500 36.0 T1 0.3 -0.5 -0.2 *J0953 16.000 0.375 36.0 -10.0 -9.3 -0.9 0.00 0.01 0.99 204.3 149.4 94.1 0.06 *J0944 *J0954 *J0934 16.000 0.500 36.0 T1 0.3 -0.5 -0.2 *J0901 16.000 0.375 36.0 -69.3 0.7 -0.9 0.00 0.01 0.99 194.1 142.0 89.4 0.37 *J0944 *J0954 *J0934 16.000 0.500 36.0 T1 0.3 -0.5 -0.2 *J0945 16.000 0.500 36.0 -6.1 0.8 -3.0 0.07 0.00 0.93 270.4 194.6 122.5 0.05 *J0944 *J0954 *J0934 16.000 0.500 36.0 T1 0.3 -0.5 -0.2 *J0946 16.000 0.500 36.0 -68.1 -5.9 0.7 0.07 0.00 0.93 168.9 121.6 76.5 0.42 *J0944 *J0954 *J0934 16.000 0.500 36.0 T1 0.3 -0.5 -0.2 *J0935 16.000 0.375 36.0 11.1 4.0 0.4 1.00 0.00 0.00 447.5 261.0 164.4 0.03 *J0945 *J0946 *J0954 16.000 0.500 36.0 T1 -0.3 0.1 -0.5 *J0944 16.000 0.500 36.0 -5.0 -3.9 1.2 0.00 0.04 0.96 170.9 124.3 78.2 0.05 *J0945 *J0946 *J0954 16.000 0.500 36.0 T1 -0.3 0.1 -0.5 *J0956 16.000 0.500 36.0 -4.7 -2.5 -1.1 0.00 0.00 1.00 166.4 122.0 76.8 0.04 *J0946 *J0956 *J0936 16.000 0.500 36.0 T1 0.3 -0.5 0.2 *J0957 16.000 0.375 36.0 -7.4 -9.6 1.3 0.00 0.01 0.99 204.2 149.4 94.0 0.05 *J0946 *J0956 *J0936 16.000 0.500 36.0 T1 0.3 -0.5 0.2 *J0903 16.000 0.375 36.0 -73.8 0.3 0.6 0.00 0.01 0.99 194.1 141.9 89.4 0.39 *J0946 *J0956 *J0936 16.000 0.500 36.0 T1 0.3 -0.5 0.2 *J0935 16.000 0.375 36.0 11.4 4.0 -0.7 1.00 0.00 0.00 447.4 261.0 164.3 0.03 *J0946 *J0956 *J0936 16.000 0.500 36.0 T1 0.3 -0.5 0.2 *J0944 16.000 0.500 36.0 -68.2 6.1 -0.7 0.07 0.00 0.93 168.8 121.5 76.5 0.42 *J0946 *J0956 *J0936 16.000 0.500 36.0 T1 0.3 -0.5 0.2 *J0945 16.000 0.500 36.0 -8.9 0.8 3.3 0.07 0.00 0.93 270.3 194.6 122.5 0.06 *J0953 *J0901 *J0902 38.000 1.000 36.0 T1 -3.4 0.4 0.0 *J0975 16.000 0.375 36.0 -25.5 14.3 7.4 1.00 0.00 0.00 484.0 270.9 141.1 0.11 *J0953 *J0901 *J0902 38.000 1.000 36.0 T1 -3.4 0.4 0.0 *J0944 16.000 0.375 36.0 -8.2 -6.2 1.9 1.00 0.00 0.00 420.6 235.4 122.6 0.04 *J0953 *J0901 *J0902 38.000 1.000 36.0 T1 -3.4 0.4 0.0 *J0954 16.000 0.375 36.0 25.7 5.5 7.6 0.96 0.04 0.00 339.7 191.6 99.8 0.15 *J0953 *J0901 *J0902 38.000 1.000 36.0 T1 -3.4 0.4 0.0 *J1053 12.750 0.375 36.0 -4.3 16.7 -2.8 1.00 0.00 0.00 260.6 116.2 70.3 0.08 *J0953 *J0901 *J0902 38.000 1.000 36.0 T1 -3.4 0.4 0.0 *J1002 30.000 0.500 36.0 -522.0 48.9 -11.8 1.00 0.00 0.00 986.8 1035.6 525.3 0.55 *J0953 *J0901 *J0902 38.000 1.000 36.0 T1 -3.4 0.4 0.0 *J1001 30.000 0.500 36.0 547.9 77.1 2.3 0.96 0.01 0.02 972.7 1035.6 525.3 0.57 *J0953 *J0901 *J0902 38.000 1.000 36.0 T1 -3.4 0.4 0.0 *J0802 24.000 0.500 36.0 364.3 43.6 15.9 0.97 0.00 0.03 670.2 570.5 271.2 0.61 *J0953 *J0901 *J0902 38.000 1.000 36.0 T1 -3.4 0.4 0.0 *J0801 24.000 0.500 36.0 -352.5 4.1 4.6 1.00 0.00 0.00 679.5 570.5 271.2 0.54 *J0954 *J0953 *J0956 16.000 0.500 36.0 T1 1.1 0.7 1.2 *J0944 16.000 0.500 36.0 0.8 -0.4 -0.7 1.00 0.00 0.00 209.1 122.3 77.0 0.01 *J0954 *J0953 *J0956 16.000 0.500 36.0 T1 1.1 0.7 1.2 *J0945 16.000 0.500 36.0 -6.3 1.4 -2.3 0.19 0.81 0.00 287.8 173.0 108.9 0.04 Page 32 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J0956 *J0957 *J0954 16.000 0.500 36.0 T1 1.1 0.7 -1.2 *J0946 16.000 0.500 36.0 -0.9 -0.4 0.6 0.00 1.00 0.00 202.3 122.4 77.1 0.01 *J0956 *J0957 *J0954 16.000 0.500 36.0 T1 1.1 0.7 -1.2 *J0945 16.000 0.500 36.0 -3.9 1.3 2.5 0.00 1.00 0.00 286.2 173.1 109.0 0.04 *J0957 *J0903 *J0904 38.000 1.000 36.0 T1 -3.5 0.4 -0.0 *J0975 16.000 0.375 36.0 -29.2 14.0 -7.9 1.00 0.00 0.00 483.9 270.8 141.1 0.12 *J0957 *J0903 *J0904 38.000 1.000 36.0 T1 -3.5 0.4 -0.0 *J0946 16.000 0.375 36.0 -5.7 -6.3 -2.2 1.00 0.00 0.00 420.5 235.3 122.6 0.03 *J0957 *J0903 *J0904 38.000 1.000 36.0 T1 -3.5 0.4 -0.0 *J0956 16.000 0.375 36.0 27.3 5.6 -8.1 0.92 0.08 0.00 337.2 191.5 99.7 0.16 *J0957 *J0903 *J0904 38.000 1.000 36.0 T1 -3.5 0.4 -0.0 *J0803 24.000 0.500 36.0 -317.6 1.4 -3.2 0.99 0.01 0.00 677.3 570.3 271.2 0.48 *J0957 *J0903 *J0904 38.000 1.000 36.0 T1 -3.5 0.4 -0.0 *J0804 24.000 0.500 36.0 313.5 44.7 -15.3 1.00 0.00 0.00 679.2 570.3 271.2 0.52 *J0957 *J0903 *J0904 38.000 1.000 36.0 T1 -3.5 0.4 -0.0 *J1003 30.000 0.500 36.0 509.5 76.5 0.8 0.99 0.01 0.00 984.9 1035.3 525.1 0.52 *J0957 *J0903 *J0904 38.000 1.000 36.0 T1 -3.5 0.4 -0.0 *J1004 30.000 0.500 36.0 -501.0 47.2 14.1 1.00 0.00 0.00 986.5 1035.3 525.1 0.54 *J0957 *J0903 *J0904 38.000 1.000 36.0 T1 -3.5 0.4 -0.0 *J1057 12.750 0.375 36.0 -4.2 16.4 3.0 1.00 0.00 0.00 260.5 116.2 70.3 0.08 *J0975 *J0902 *J0904 38.000 1.000 36.0 T1 -0.1 -0.0 0.5 *J0802 24.000 0.500 36.0 53.1 16.8 58.4 0.00 0.00 1.00 398.7 578.7 275.2 0.35 *J0975 *J0902 *J0904 38.000 1.000 36.0 T1 -0.1 -0.0 0.5 *J0804 24.000 0.500 36.0 23.9 -15.7 59.1 0.00 0.00 1.00 398.7 578.7 275.2 0.28 *J0975 *J0902 *J0904 38.000 1.000 36.0 T1 -0.1 -0.0 0.5 *J1002 30.000 0.500 36.0 32.3 5.6 67.3 0.06 0.00 0.94 580.4 1050.6 532.8 0.18 *J0975 *J0902 *J0904 38.000 1.000 36.0 T1 -0.1 -0.0 0.5 *J1004 30.000 0.500 36.0 58.6 -8.4 68.2 0.06 0.00 0.94 580.4 1050.6 532.8 0.23 *J0975 *J0902 *J0904 38.000 1.000 36.0 T1 -0.1 -0.0 0.5 *J1075 12.750 0.375 36.0 -4.0 -0.3 7.4 1.00 0.00 0.00 264.5 117.9 71.3 0.12 *J0975 *J0902 *J0904 38.000 1.000 36.0 T1 -0.1 -0.0 0.5 *J0953 16.000 0.375 36.0 -22.9 10.9 -5.2 0.00 1.00 0.00 369.5 274.8 143.1 0.10 *J0975 *J0902 *J0904 38.000 1.000 36.0 T1 -0.1 -0.0 0.5 *J0957 16.000 0.375 36.0 -26.5 -10.6 -5.4 0.00 1.00 0.00 369.5 274.8 143.1 0.11 *J1035 *J1001 *J1003 24.000 0.625 36.0 T1 -0.6 -0.1 2.3 *J1044 18.000 0.500 36.0 8.5 0.1 24.3 0.00 1.00 0.00 212.8 185.6 91.7 0.30 *J1035 *J1001 *J1003 24.000 0.625 36.0 T1 -0.6 -0.1 2.3 *J1046 18.000 0.500 36.0 3.9 -0.1 21.2 0.00 1.00 0.00 218.6 190.7 94.2 0.24 *J1035 *J1001 *J1003 24.000 0.625 36.0 T1 -0.6 -0.1 2.3 *J0935 12.750 0.375 36.0 7.1 0.0 -15.3 0.00 1.00 0.00 139.2 80.3 38.2 0.45 *J1045 *J1046 *J1054 16.000 0.500 36.0 T1 0.9 0.4 0.1 *J1044 16.000 0.500 36.0 10.4 0.8 5.2 0.00 0.00 1.00 151.1 126.0 79.3 0.13 *J1045 *J1046 *J1054 16.000 0.500 36.0 T1 0.9 0.4 0.1 *J1056 16.000 0.500 36.0 12.1 1.2 -1.7 0.00 0.17 0.83 150.5 122.2 76.9 0.10 *J1053 *J1001 *J1002 24.000 0.625 36.0 T1 4.2 -1.2 0.5 *J1044 18.000 0.500 36.0 11.9 -12.7 -12.1 0.82 0.18 0.00 304.7 207.5 102.5 0.16 Page 33 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ 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 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J1053 *J1001 *J1002 24.000 0.625 36.0 T1 4.2 -1.2 0.5 *J1054 24.000 0.500 36.0 -8.3 15.7 30.6 1.00 0.00 0.00 380.8 330.7 194.4 0.18 *J1053 *J1001 *J1002 24.000 0.625 36.0 T1 4.2 -1.2 0.5 *J0953 12.750 0.375 36.0 -4.0 -1.2 -5.0 0.00 1.00 0.00 141.2 82.3 39.2 0.16 *J1054 *J1053 *J1056 24.000 1.000 36.0 T1 0.5 1.2 0.6 *J1002 18.000 0.500 36.0 76.1 -29.2 26.2 0.22 0.01 0.76 536.6 408.7 248.4 0.25 *J1054 *J1053 *J1056 24.000 1.000 36.0 T1 0.5 1.2 0.6 *J1075 18.000 0.500 36.0 -13.7 -6.1 43.6 1.00 0.00 0.00 535.8 327.3 198.9 0.25 *J1054 *J1053 *J1056 24.000 1.000 36.0 T1 0.5 1.2 0.6 *J1044 24.000 0.500 36.0 28.3 -19.7 -70.5 0.00 0.00 1.00 430.2 603.4 423.3 0.23 *J1054 *J1053 *J1056 24.000 1.000 36.0 T1 0.5 1.2 0.6 *J1045 16.000 0.500 36.0 24.2 6.0 -14.8 0.00 0.00 1.00 488.2 349.7 208.2 0.12 *J1054 *J1053 *J1056 24.000 1.000 36.0 T1 0.5 1.2 0.6 *J0902 18.000 0.375 36.0 16.1 -2.4 3.3 0.00 1.00 0.00 560.6 354.6 215.5 0.04 *J1056 *J1057 *J1054 24.000 1.000 36.0 T1 0.5 0.8 0.4 *J1004 18.000 0.500 36.0 59.5 -26.9 -25.1 0.12 0.05 0.83 515.6 401.9 244.2 0.22 *J1056 *J1057 *J1054 24.000 1.000 36.0 T1 0.5 0.8 0.4 *J1075 18.000 0.500 36.0 -5.8 -7.0 -41.0 1.00 0.00 0.00 541.5 330.1 200.6 0.22 *J1056 *J1057 *J1054 24.000 1.000 36.0 T1 0.5 0.8 0.4 *J1046 24.000 0.500 36.0 30.9 -20.9 64.5 0.00 0.00 1.00 430.4 603.8 423.6 0.23 *J1056 *J1057 *J1054 24.000 1.000 36.0 T1 0.5 0.8 0.4 *J1045 16.000 0.500 36.0 13.0 6.1 13.4 0.00 0.00 1.00 532.5 381.4 227.1 0.08 *J1056 *J1057 *J1054 24.000 1.000 36.0 T1 0.5 0.8 0.4 *J0904 18.000 0.375 36.0 12.1 -2.3 -2.3 0.00 1.00 0.00 555.7 351.3 213.5 0.03 *J1057 *J1003 *J1004 24.000 0.625 36.0 T1 4.3 -1.2 -0.5 *J1046 18.000 0.500 36.0 3.6 -11.7 11.7 0.33 0.67 0.00 269.7 210.4 103.9 0.13 *J1057 *J1003 *J1004 24.000 0.625 36.0 T1 4.3 -1.2 -0.5 *J1056 24.000 0.500 36.0 -1.0 13.0 -28.7 1.00 0.00 0.00 381.0 330.8 194.5 0.15 *J1057 *J1003 *J1004 24.000 0.625 36.0 T1 4.3 -1.2 -0.5 *J0957 12.750 0.375 36.0 -3.9 -1.8 4.6 0.00 1.00 0.00 141.2 82.3 39.2 0.15 *J1075 *J1002 *J1004 24.000 0.500 36.0 T1 -2.0 0.1 -1.9 *J1054 18.000 0.500 36.0 -9.2 3.2 16.6 0.00 1.00 0.00 143.3 131.1 58.6 0.35 *J1075 *J1002 *J1004 24.000 0.500 36.0 T1 -2.0 0.1 -1.9 *J1056 18.000 0.500 36.0 -1.3 -2.2 14.9 0.00 1.00 0.00 144.4 132.1 59.1 0.26 *J1075 *J1002 *J1004 24.000 0.500 36.0 T1 -2.0 0.1 -1.9 *J0975 12.750 0.375 36.0 -3.4 0.0 -13.3 0.00 1.00 0.00 87.3 60.1 25.3 0.56 Page 34 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Time Domain Approach With Gap Connections * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 1 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 8 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 10 STANDARD WS JOINT CHECK . . . . . . . . . . . . . . . 23 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 34