Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Frequency Domain Approach With Flexible Barge * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 6D3|0057 *J0601 *J0644 ~6D3 SS090 35.4 35.4 100.00 -0.92 0.04 -0.36 -0.02 -0.01 0.06 Eq. 3.3.1-2 1.167 1.167 19.54 27.00 27.00 14.40 14.40 6H1|0037 *J0601 *J0634 ~6H1 SS090 52.7 15.1 0.01 0.28 -0.22 0.65 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 6H6|0045 *J0601 *J0653 ~6H6 SS090 56.2 28.1 24.10 -1.02 -0.26 0.11 0.01 0.02 0.06 Eq. 3.3.1-2 1.151 1.170 17.79 27.00 27.00 14.40 14.40 6JD|0216 *J0601 *J0703 ~6JD SS090 51.9 51.9 100.00 0.01 -0.28 -0.33 -0.04 -0.02 0.02 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 JD6|0204 *J0601 *J0702 ~JD6 SS090 49.9 49.9 100.00 -0.39 0.43 -0.23 -0.06 0.04 0.04 Eq. 3.3.1-2 1.169 1.169 18.36 25.57 25.57 14.40 14.40 JL5|0184 *J0601 *J0691 ~JL5 SS090 28.8 28.8 50.00 0.01 0.28 -0.10 -0.01 0.01 0.01 Eq. 3.3.1-2 1.000 1.000 21.60 26.56 26.56 14.40 14.40 TIED|265 *J0601 *B25050T ~TIEDOWN SS090 24.1 24.1 0.01 -0.38 -0.52 0.05 -0.06 0.07 0.04 Eq. 3.3.1-2 1.175 1.175 20.34 27.00 27.00 14.40 14.40 TIED|276 *J0601 *B25050T ~TIEDOWN SS090 24.1 24.1 0.01 -0.42 -0.16 0.16 -0.03 -0.03 0.03 Eq. 3.3.1-2 1.175 1.175 20.34 27.00 27.00 14.40 14.40 TIED|287 *J0601 *B25050T ~TIEDOWN SS090 24.1 24.1 0.01 -0.94 -0.77 -0.38 0.04 0.07 0.08 Eq. 3.3.1-2 1.172 1.172 20.34 27.00 27.00 14.40 14.40 TIED|298 *J0601 *B25050T ~TIEDOWN SS090 24.1 24.1 0.01 -0.97 0.25 -0.40 0.04 -0.03 0.06 Eq. 3.3.1-2 1.172 1.172 20.34 27.00 27.00 14.40 14.40 TOJ|0180 *J0501 *J0601 ~TOJ SS090 1.6 1.6 0.03 -0.01 -0.07 0.03 -0.09 0.19 0.01 Shear 1.176 1.176 25.12 31.47 31.47 16.80 16.80 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Frequency Domain Approach With Flexible Barge * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 6D3|0057 *J0601 *J0644 ~6D3 SS180 35.4 35.4 0.00 -0.18 -0.48 -0.07 -0.03 0.03 0.03 Eq. 3.3.1-2 1.175 1.175 19.54 27.00 27.00 14.40 14.40 6H1|0037 *J0601 *J0634 ~6H1 SS180 52.7 15.1 0.01 0.02 -0.38 0.05 -0.12 -0.12 0.02 Eq. 3.3.1-2 1.000 1.000 21.60 27.00 27.00 14.40 14.40 6H6|0045 *J0601 *J0653 ~6H6 SS180 61.3 30.7 0.00 -0.27 -0.60 0.05 0.04 0.05 0.03 Eq. 3.3.1-2 1.168 1.174 17.30 27.00 27.00 14.40 14.40 6JD|0216 *J0601 *J0703 ~6JD SS180 51.9 51.9 50.00 0.02 0.10 0.45 0.01 0.01 0.02 Eq. 3.3.1-2 1.000 1.000 21.60 26.51 26.51 14.40 14.40 JD6|0204 *J0601 *J0702 ~JD6 SS180 49.9 49.9 100.00 -0.74 0.46 -0.25 -0.02 0.03 0.05 Eq. 3.3.1-2 1.162 1.162 18.36 25.57 25.57 14.40 14.40 JL5|0184 *J0601 *J0691 ~JL5 SS180 28.8 28.8 63.68 0.01 0.14 -0.14 0.01 0.01 0.01 Eq. 3.3.1-2 1.000 1.000 21.60 26.56 26.56 14.40 14.40 TIED|265 *J0601 *B25050T ~TIEDOWN SS180 24.1 24.1 0.01 -0.34 -0.61 0.13 -0.02 0.06 0.04 Eq. 3.3.1-2 1.175 1.175 20.34 27.00 27.00 14.40 14.40 TIED|276 *J0601 *B25050T ~TIEDOWN SS180 24.1 24.1 0.01 -0.58 -0.04 0.26 -0.03 -0.03 0.04 Eq. 3.3.1-2 1.174 1.174 20.34 27.00 27.00 14.40 14.40 TIED|287 *J0601 *B25050T ~TIEDOWN SS180 24.1 24.1 0.01 -0.36 -0.39 -0.27 0.03 0.04 0.03 Eq. 3.3.1-2 1.175 1.175 20.34 27.00 27.00 14.40 14.40 TIED|298 *J0601 *B25050T ~TIEDOWN SS180 24.1 24.1 0.01 -0.60 0.20 -0.13 0.02 -0.01 0.04 Eq. 3.3.1-2 1.174 1.174 20.34 27.00 27.00 14.40 14.40 TOJ|0180 *J0501 *J0601 ~TOJ SS180 1.6 1.6 0.03 -0.04 -0.04 0.04 -0.09 0.11 0.01 Shear 1.176 1.176 25.12 31.47 31.47 16.80 16.80 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Frequency Domain Approach With Flexible Barge * * * *************************************************************************************************************** +++ 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 SS090 -0.0 0.2 0.1 *J0644 14.000 0.500 36.0 -19.7 -1.4 1.3 0.00 0.00 1.00 329.4 209.9 165.2 0.07 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS090 -0.0 0.2 0.1 *B25050T 20.000 0.500 36.0 -29.6 5.7 -0.8 0.00 0.59 0.41 531.7 523.7 305.0 0.06 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS090 -0.0 0.2 0.1 *B25050T 20.000 0.500 36.0 -28.6 9.3 4.7 0.00 0.59 0.41 601.1 592.1 344.9 0.06 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS090 -0.0 0.2 0.1 *J0634 20.000 0.625 36.0 10.7 -4.4 -9.2 0.00 1.00 0.00 569.4 456.5 265.8 0.05 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS090 -0.0 0.2 0.1 *J0703 30.000 1.125 36.0 1.7 -0.1 17.0 0.00 1.00 0.00 1028.7 1341.4 656.9 0.03 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS090 -0.0 0.2 0.1 *J0653 20.000 0.750 36.0 -38.9 -5.3 -3.4 0.00 1.00 0.00 503.3 456.5 265.8 0.09 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS090 -0.0 0.2 0.1 *J0702 30.000 1.000 36.0 -20.5 10.8 -35.3 0.00 1.00 0.00 1001.8 1341.4 656.9 0.07 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS090 -0.0 0.2 0.1 *B25050T 20.000 0.500 36.0 -12.9 0.4 -2.7 0.00 1.00 0.00 652.9 592.1 344.9 0.03 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS090 -0.0 0.2 0.1 *B25050T 20.000 0.500 36.0 -11.8 3.1 -5.6 0.00 1.00 0.00 577.5 523.7 305.0 0.04 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Frequency Domain Approach With Flexible Barge * * * *************************************************************************************************************** +++ T U B U L A R J O I N T F A T I G U E +++ ================================================= SN Based on XP Curve - Exposure is 60 Days Tubular Joint Fatigue With Maximum CDR Greater Than 0 Joint Node Element Class /---------------- Brace CDR / Chord CDR ----------------------------/ Maximum -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- *J0601 *J0644 6D3|0057 ~6D3 0.00284 0.00118 0.00043 0.00034 0.00076 0.00204 0.00379 0.00427 0.00427 *J0601 *B25050T TIED|298 ~TIEDOWN 0.00011 0.00002 0.00006 0.00048 0.00203 0.00376 0.00313 0.00105 0.00376 *J0601 *B25050T TIED|287 ~TIEDOWN 0.00000 0.00000 0.00000 0.00075 0.00426 0.00539 0.00187 0.00005 0.00539 *J0601 *J0634 6H1|0037 ~6H1 0.00000 0.00000 0.00009 0.00000 0.00000 0.00115 0.00440 0.00192 0.00440 *J0601 *J0703 6JD|0216 ~6JD 0.00000 0.00002 0.00018 0.00002 0.00000 0.00002 0.00019 0.00002 0.00019 *J0601 *J0653 6H6|0045 ~6H6 0.00530 0.00796 0.00659 0.00311 0.00097 0.00039 0.00058 0.00201 0.00796 *J0601 *J0702 JD6|0204 ~JD6 0.00000 0.00355 0.01366 0.00579 0.00001 0.00011 0.00224 0.00034 0.01366 *J0601 *B25050T TIED|276 ~TIEDOWN 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 *J0601 *B25050T TIED|265 ~TIEDOWN 0.00000 0.00004 0.00046 0.00038 0.00001 0.00000 0.00000 0.00000 0.00046 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Frequency Domain Approach With Flexible Barge * * * *************************************************************************************************************** +++ 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 SS180 -0.0 0.1 0.1 *J0644 14.000 0.500 36.0 -3.9 -2.8 0.4 0.00 0.00 1.00 329.3 209.9 165.2 0.01 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS180 -0.0 0.1 0.1 *B25050T 20.000 0.500 36.0 -18.4 2.5 -1.5 0.00 0.84 0.16 559.7 523.7 305.0 0.04 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS180 -0.0 0.1 0.1 *B25050T 20.000 0.500 36.0 -11.0 5.4 1.9 0.00 0.84 0.16 632.8 592.1 344.8 0.02 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS180 -0.0 0.1 0.1 *J0634 20.000 0.625 36.0 0.7 -5.7 -0.1 0.00 1.00 0.00 569.3 456.4 265.8 0.00 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS180 -0.0 0.1 0.1 *J0703 30.000 1.125 36.0 1.3 -2.5 24.4 0.00 1.00 0.00 1028.5 1341.2 656.8 0.04 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS180 -0.0 0.1 0.1 *J0653 20.000 0.750 36.0 -12.2 -10.4 -2.1 0.00 1.00 0.00 503.2 456.4 265.8 0.03 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS180 -0.0 0.1 0.1 *J0702 30.000 1.000 36.0 -37.2 7.9 -7.8 0.00 1.00 0.00 1001.7 1341.2 656.8 0.05 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS180 -0.0 0.1 0.1 *B25050T 20.000 0.500 36.0 -17.9 2.2 -2.3 0.00 1.00 0.00 652.8 592.1 344.8 0.03 *J0601 *J0691 *J0501 54.000 1.500 42.0 SS180 -0.0 0.1 0.1 *B25050T 20.000 0.500 36.0 -10.6 4.5 -6.1 0.00 1.00 0.00 577.4 523.7 305.0 0.04 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Frequency Domain Approach With Flexible Barge * * * *************************************************************************************************************** +++ T U B U L A R J O I N T F A T I G U E +++ ================================================= SN Based on XP Curve - Exposure is 60 Days Tubular Joint Fatigue With Maximum CDR Greater Than 0 Joint Node Element Class /---------------- Brace CDR / Chord CDR ----------------------------/ Maximum -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- *J0601 *J0644 6D3|0057 ~6D3 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 *J0601 *B25050T TIED|298 ~TIEDOWN 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 *J0601 *B25050T TIED|287 ~TIEDOWN 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 *J0601 *J0634 6H1|0037 ~6H1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 *J0601 *J0703 6JD|0216 ~6JD 0.00000 0.00000 0.00001 0.00000 0.00000 0.00000 0.00001 0.00000 0.00001 *J0601 *J0653 6H6|0045 ~6H6 0.00001 0.00001 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00001 *J0601 *J0702 JD6|0204 ~JD6 0.00000 0.00000 0.00001 0.00000 0.00000 0.00000 0.00000 0.00000 0.00001 *J0601 *B25050T TIED|276 ~TIEDOWN 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 *J0601 *B25050T TIED|265 ~TIEDOWN 0.00000 0.00000 0.00000 0.00001 0.00000 0.00000 0.00000 0.00000 0.00001 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Barge/Jacket Transportation * * Frequency Domain Approach With Flexible Barge * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 1 STANDARD WS JOINT CHECK . . . . . . . . . . . . . . . 3 TUBULAR JOINT FATIGUE . . . . . . . . . . . . . . . . 4 STANDARD WS JOINT CHECK . . . . . . . . . . . . . . . 5 TUBULAR JOINT FATIGUE . . . . . . . . . . . . . . . . 6 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 7