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GPMC/ENG/RP/1140/102(0)
DEMETHANISER VESSEL TRANSPORATION
Client: AL JABER HEAVY LIFT & TRANSPORT, UAE
Project: DEMETHANISER VESSEL TRANSPORATION Document No: GPMC/ENG/RP/1140/102(0)
TECHNICAL REPORT
TOW STABILITY, BOLLARD PULL AND SEAFASTENING CALCULATIONS
ON AL JABER XXX
0 20-01-07 For Review and Comments
MANOJ SACHIN PMM
REV DATE DESCRIPTION PREPARED CHECKED APPROVED
GPMC/ENG/RP/1140/102(0)
DEMETHANISER VESSEL TRANSPORATION
TABLE OF CONTENTS
1. REPORT SUMMARY & CONCLUSION
2. WEIGHT AND COG OF VESSELS INCLUDING LAYOUT DRAWING
3. TOW STABILITY CALCULATIONS
4. RECOMMENDED TOW BALLAST PLAN
5. STOOL SUMMARY, DECK LOADS AND SEAFASTENING
CALCULATIONS
6. BOLLARD PULL CALCULATION
GPMC/ENG/RP/1140/102(0)
DEMETHANISER VESSEL TRANSPORATION
1. Report Summary
This report summarizes the intact, damage and dynamic stability calculations of the Demethaniser vessel on to the barge AJ30 as per the layout drawing attached in Section 2. The barge is modelled in Moses software and stability calculations are done. The tow stability calculation are attached in Section 3.0 The recommended tow ballast plan is attached in Section 4.0. This report also covers the seafastening design and the barge deck loading in Section 5.0. The Bollard pull calculation is attached in Section 6.
Conclusion:-
Ø For the above loading condition all stability parameters are met according to relevant codes including damage and wind.
Ø The angle of heel and trim are well within the allowable limits and
stability criteria is met.
Recommendation for stool supports
Ø At all location double stools to be provided to have the bearing to 3 metres mat giving adequate bearing to longitudinal bulkheads.
Ø All mat to stool, mat to barge deck and stool to saddle to be welded minimum although there is no uplift coming on any of these supports.
GPMC/ENG/RP/1140/102(0)
DEMETHANISER VESSEL TRANSPORATION
2. WEIGHT AND COG OF VESSELS INCLUDING
LAYOUT DRAWING
GPMC/ENG/RP/1140/102(0)
DEMETHANISER VESSEL TRANSPORATION
3. TOW STABILITY CALCULATIONS
TOW STABILITY ANALYSIS�Page 1 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * * *************************************************************************************************************** +++ C A T E G O R Y S U M M A R Y F O R S E L E C T E D P A R T S +++ ============================================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In The Part System Weight Buoyancy /--- Center of Gravity --/ /-- Center of Buoyancy --/ Category Factor Factor Name Weight X Y Z Buoyancy X Y Z --------- --------- --------- -------- -------- -------- -------- -------- -------- -------- -------- -------- EXTRAS 1.000 1.000 AJ30 829.24 36.73 0.00 3.41 0.00 0.00 0.00 0.00 VESSEL 700.00 41.56 0.00 9.75 0.00 0.00 0.00 0.00 STOOL 100.00 36.58 0.00 5.80 0.00 0.00 0.00 0.00 ======== ======== ======== ======== ======== ======== ======== ======== TOTAL 1629.24 38.80 0.00 6.28 0.00 0.00 0.00 0.00�Page 2 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS * * * *************************************************************************************************************** +++ C O M P A R T M E N T P R O P E R T I E S +++ =================================================== Results Are Reported In Body System Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. -------- 1C CORRECT 1.0250 121.0 2.4 2.00 2.00 2.00 0.089 1P CORRECT 1.0250 97.4 1.9 2.00 2.00 2.00 0.089 1S CORRECT 1.0250 97.4 1.9 2.00 2.00 2.00 0.089 2C CORRECT 1.0250 144.4 140.0 96.99 2.00 96.99 4.734 2P CORRECT 1.0250 155.8 40.0 25.68 2.00 25.68 1.339 2S CORRECT 1.0250 155.8 40.0 25.68 2.00 25.68 1.339 3C CORRECT 1.0250 222.1 222.0 99.95 2.00 99.95 4.877 3P CORRECT 1.0250 254.9 70.0 27.47 2.00 27.47 1.339 3S CORRECT 1.0250 254.9 70.0 27.47 2.00 27.47 1.339 4C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 4P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 4S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 5C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 5P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 5S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 6C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 6P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 6S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 7C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 7P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 7S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 8C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 8P CORRECT 1.0250 318.6 36.0 11.30 2.00 11.30 0.551 8S CORRECT 1.0250 318.6 36.0 11.30 2.00 11.30 0.551 9C CORRECT 1.0250 191.5 3.8 2.00 2.00 2.00 0.098 9P CORRECT 1.0250 219.4 160.0 72.94 2.00 72.94 3.965 9S CORRECT 1.0250 219.4 160.0 72.94 2.00 72.94 3.965�Page 3 Licensee - Green Palm Marine Rev 7.01.039 Ser613 ***************************************************************************************************************
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R A J 3 0 +++ =============================================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Draft = 1.88 Roll Angle = 0.00 Pitch Angle = 0.29 Wet Radii Of Gyration About CG K-X = 43.40 K-Y = 46.40 K-Z = 46.30 GMT = 13.76 GML = 194.62 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part AJ30 ------------ LOAD_GRO 1629.2 38.80 0.00 6.28 --- Contents --- 9P 160.0 67.65 -6.65 2.58 3.97 72.94 9S 160.0 67.65 6.65 2.58 3.97 72.94 9C 3.8 67.89 0.00 0.06 0.10 2.00 8P 36.0 59.50 -6.65 0.28 0.55 11.30 8S 36.0 59.50 6.66 0.28 0.55 11.30 8C 5.6 59.44 0.00 0.05 0.10 2.00 7P 6.4 50.29 -6.65 0.05 0.10 2.00 7S 6.4 50.29 6.66 0.05 0.10 2.00 7C 5.6 50.29 0.00 0.05 0.10 2.00 6P 6.4 41.15 -6.66 0.05 0.10 2.00 6S 6.4 41.15 6.65 0.05 0.10 2.00 6C 5.6 41.15 0.00 0.05 0.10 2.00 5P 6.4 32.00 -6.66 0.05 0.10 2.00 5S 6.4 32.00 6.65 0.05 0.10 2.00 5C 5.6 32.00 0.00 0.05 0.10 2.00 4P 6.4 22.86 -6.66 0.05 0.10 2.00
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS 4S 6.4 22.86 6.66 0.05 0.10 2.00 4C 5.6 22.86 0.00 0.05 0.10 2.00 3P 70.0 14.65 -6.65 0.67 1.34 27.47 3S 70.0 14.65 6.66 0.67 1.34 27.47 3C 222.0 14.63 0.00 2.44 4.88 99.95 2P 40.0 8.74 -6.46 0.72 1.34 25.68 2S 40.0 8.74 6.46 0.72 1.34 25.68 2C 140.0 8.57 0.00 2.43 4.73 96.99 1P 1.9 3.86 -5.67 0.47 0.09 2.00 1S 1.9 3.86 5.67 0.47 0.09 2.00 1C 2.4 3.56 0.00 0.47 0.09 2.00 ======== ======== ======= ======= ======= Total 2692.1 37.01 0.00 4.50 Buoyancy 2691.5 37.04 0.00 1.07�Page 4 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * * *************************************************************************************************************** +++ H Y D R O S T A T I C P R O P E R T I E S +++ =================================================== For Body AJ30 Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified /--- Condition ---//- Displac-/ /-- Center Of Buoyancy --// W.P. / /C. Flotation / /---- Metacentric Heights ----/ Draft Trim Roll ---X--- ---Y--- ---Z--- Area ---X--- ---Y--- -KMT- -KML- -BMT- -BML- 0.10 0.00 0.00 115.36 36.61 0.00 0.05 1143. 36.33 0.00 352.39 2651.30 352.34 2651.25 0.20 0.00 0.00 233.89 36.38 0.00 0.10 1167. 36.05 0.00 177.21 1391.16 177.10 1391.06 0.30 0.00 0.00 354.40 36.24 0.00 0.15 1184. 35.92 0.00 118.64 960.46 118.49 960.31 0.40 0.00 0.00 476.68 36.14 0.00 0.20 1202. 35.80 0.00 89.46 746.27
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS89.26 746.06 0.50 0.00 0.00 600.57 36.07 0.00 0.25 1215. 35.77 0.00 71.82 612.68 71.57 612.43 0.60 0.00 0.00 725.80 36.01 0.00 0.30 1228. 35.75 0.00 60.10 523.77 59.79 523.47 0.70 0.00 0.00 852.37 35.97 0.00 0.36 1241. 35.73 0.00 51.74 460.52 51.39 460.16 0.80 0.00 0.00 980.26 35.94 0.00 0.41 1254. 35.71 0.00 45.50 413.25 45.09 412.85 0.90 0.00 0.00 1109.39 35.92 0.00 0.46 1265. 35.75 0.00 40.60 374.79 40.14 374.33 1.00 0.00 0.00 1239.57 35.90 0.00 0.51 1275. 35.80 0.00 36.70 343.75 36.19 343.24 1.10 0.00 0.00 1370.78 35.89 0.00 0.56 1285. 35.86 0.00 33.51 318.47 32.95 317.90 1.20 0.00 0.00 1503.04 35.89 0.00 0.61 1295. 35.91 0.00 30.87 297.48 30.26 296.87 1.30 0.00 0.00 1636.32 35.90 0.00 0.67 1305. 35.97 0.00 28.65 279.79 27.98 279.12 1.40 0.00 0.00 1770.62 35.91 0.00 0.72 1315. 36.03 0.00 26.75 264.68 26.03 263.97 1.50 0.00 0.00 1905.93 35.92 0.00 0.77 1325. 36.09 0.00 25.11 251.43 24.34 250.66 1.60 0.00 0.00 2042.17 35.93 0.00 0.82 1333. 36.18 0.00 23.67 239.43 22.85 238.61 1.70 0.00 0.00 2179.29 35.95 0.00 0.87 1342. 36.27 0.00 22.41 228.89 21.53 228.02 1.80 0.00 0.00 2317.30 35.97 0.00 0.93 1351. 36.36 0.00 21.29 219.56 20.37 218.63 1.90 0.00 0.00 2456.19 36.00 0.00 0.98 1359. 36.45 0.00 20.30 211.25 19.33 210.27 2.00 0.00 0.00 2595.96 36.02 0.00 1.03 1368. 36.54 0.00 19.42 203.80 18.39 202.77 2.10 0.00 0.00 2736.60 36.05 0.00 1.08 1376. 36.64 0.00 18.62 197.10 17.54 196.01 2.20 0.00 0.00 2878.12 36.08 0.00 1.14 1385. 36.73 0.00 17.90 191.03 16.77 189.89 2.30 0.00 0.00 3020.50 36.12 0.00 1.19 1393. 36.82 0.00 17.25 185.51 16.06 184.32 2.40 0.00 0.00 3163.76 36.15 0.00 1.24 1402. 36.92 0.00 16.66 180.47 15.42 179.23 2.50 0.00 0.00 3307.86 36.19 0.00 1.29 1410. 37.02 0.00 16.12 175.73 14.82 174.44 2.60 0.00 0.00 3452.78 36.22 0.00 1.35 1418. 37.13 0.00 15.62 171.31 14.27 169.97 2.70 0.00 0.00 3598.51 36.26 0.00 1.40 1425. 37.23 0.00 15.16 167.24 13.76 165.84 2.80 0.00 0.00 3745.04 36.30 0.00 1.45 1433. 37.34 0.00 14.74 163.48
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS13.29 162.02 2.90 0.00 0.00 3892.36 36.34 0.00 1.50 1441. 37.44 0.00 14.35 159.82 12.84 158.31 3.00 0.00 0.00 4040.40 36.38 0.00 1.56 1448. 37.53 0.00 13.98 156.32 12.42 154.76 3.10 0.00 0.00 4189.07 36.43 0.00 1.61 1452. 37.55 0.00 13.62 152.18 12.01 150.57 3.20 0.00 0.00 4337.97 36.46 0.00 1.66 1453. 37.51 0.00 13.26 147.57 11.60 145.90 3.30 0.00 0.00 4487.02 36.50 0.00 1.72 1455. 37.47 0.00 12.93 143.25 11.22 141.53 3.40 0.00 0.00 4636.23 36.53 0.00 1.77 1456. 37.44 0.00 12.63 139.20 10.86 137.43 3.50 0.00 0.00 4785.59 36.56 0.00 1.82 1458. 37.40 0.00 12.35 135.40 10.53 133.58 3.60 0.00 0.00 4935.10 36.58 0.00 1.87 1459. 37.36 0.00 12.08 131.82 10.21 129.95 3.70 0.00 0.00 5084.74 36.60 0.00 1.93 1460. 37.34 0.00 11.84 128.25 9.91 126.32 3.80 0.00 0.00 5234.40 36.63 0.00 1.98 1460. 37.34 0.00 11.61 124.69 9.63 122.71 3.90 0.00 0.00 5384.05 36.65 0.00 2.03 1460. 37.34 0.00 11.39 121.33 9.36 119.30 4.00 0.00 0.00 5533.71 36.66 0.00 2.08 1460. 37.34 0.00 11.19 118.15 9.11 116.07 4.10 0.00 0.00 5683.36 36.68 0.00 2.13 1460. 37.34 0.00 11.00 115.15 8.87 113.01 4.20 0.00 0.00 5833.02 36.70 0.00 2.19 1460. 37.34 0.00 10.83 112.30 8.64 110.12 4.30 0.00 0.00 5982.67 36.72 0.00 2.24 1460. 37.34 0.00 10.66 109.60 8.42 107.36 4.40 0.00 0.00 6132.33 36.73 0.00 2.29 1460. 37.34 0.00 10.51 107.03 8.22 104.74�Page 5 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * * ***************************************************************************************************************
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS +++ H Y D R O S T A T I C P R O P E R T I E S +++ =================================================== For Body AJ30 Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified /--- Condition ---//- Displac-/ /-- Center Of Buoyancy --// W.P. / /C. Flotation / /---- Metacentric Heights ----/ Draft Trim Roll ---X--- ---Y--- ---Z--- Area ---X--- ---Y--- -KMT- -KML- -BMT- -BML- 4.50 0.00 0.00 6281.99 36.75 0.00 2.34 1460. 37.34 0.00 10.36 104.59 8.02 102.25 4.60 0.00 0.00 6431.64 36.76 0.00 2.39 1460. 37.34 0.00 10.23 102.26 7.84 99.87 4.70 0.00 0.00 6581.30 36.77 0.00 2.44 1460. 37.34 0.00 10.10 100.04 7.66 97.60 4.80 0.00 0.00 6730.95 36.79 0.00 2.49 1460. 37.34 0.00 9.98 97.92 7.49 95.43�Page 6 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * * *************************************************************************************************************** +++ H Y D R O S T A T I C C O E F F I C I E N T S +++ ======================================================= For Body AJ30 Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Wetted Load To Change /----- For 0 KG -----/ /--- Condition ---/ Displacement Surface Draft 1 MM Moment To Change .01 Deg Draft Trim Roll ------------ --------- -------------- --- Heel --- --- Trim --- 0.10 0.00 0.00 115.36 1154.3 1.17 7.09 53.38 0.20 0.00 0.00 233.89 1189.8 1.20 7.23 56.79
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS 0.30 0.00 0.00 354.40 1219.4 1.21 7.33 59.40 0.40 0.00 0.00 476.68 1249.0 1.23 7.43 62.07 0.50 0.00 0.00 600.57 1274.9 1.25 7.50 64.19 0.60 0.00 0.00 725.80 1300.6 1.26 7.57 66.31 0.70 0.00 0.00 852.37 1326.3 1.27 7.64 68.46 0.80 0.00 0.00 980.26 1352.1 1.29 7.71 70.63 0.90 0.00 0.00 1109.39 1376.0 1.30 7.77 72.48 1.00 0.00 0.00 1239.57 1399.4 1.31 7.83 74.26 1.10 0.00 0.00 1370.78 1422.9 1.32 7.88 76.06 1.20 0.00 0.00 1503.04 1446.4 1.33 7.94 77.88 1.30 0.00 0.00 1636.32 1470.0 1.34 7.99 79.72 1.40 0.00 0.00 1770.62 1493.6 1.35 8.04 81.57 1.50 0.00 0.00 1905.93 1517.0 1.36 8.10 83.38 1.60 0.00 0.00 2042.17 1539.6 1.37 8.14 85.05 1.70 0.00 0.00 2179.29 1562.4 1.38 8.19 86.73 1.80 0.00 0.00 2317.30 1585.2 1.38 8.24 88.43 1.90 0.00 0.00 2456.19 1608.1 1.39 8.28 90.14 2.00 0.00 0.00 2595.96 1631.0 1.40 8.33 91.87 2.10 0.00 0.00 2736.60 1654.0 1.41 8.38 93.62 2.20 0.00 0.00 2878.12 1677.1 1.42 8.42 95.39 2.30 0.00 0.00 3020.50 1700.2 1.43 8.47 97.17 2.40 0.00 0.00 3163.76 1723.4 1.44 8.51 98.97 2.50 0.00 0.00 3307.86 1746.4 1.45 8.56 100.71 2.60 0.00 0.00 3452.78 1769.3 1.45 8.60 102.43 2.70 0.00 0.00 3598.51 1792.3 1.46 8.64 104.16 2.80 0.00 0.00 3745.04 1815.3 1.47 8.69 105.90 2.90 0.00 0.00 3892.36 1837.9 1.48 8.73 107.55 3.00 0.00 0.00 4040.40 1860.3 1.48 8.76 109.14 3.10 0.00 0.00 4189.07 1880.7 1.49 8.78 110.09 3.20 0.00 0.00 4337.97 1899.4 1.49 8.78 110.47 3.30 0.00 0.00 4487.02 1918.0 1.49 8.79 110.84 3.40 0.00 0.00 4636.23 1936.7 1.49 8.79 111.21 3.50 0.00 0.00 4785.59 1955.3 1.49 8.79 111.57 3.60 0.00 0.00 4935.10 1974.0 1.50 8.79 111.93 3.70 0.00 0.00 5084.74 1992.3 1.50 8.80 112.10 3.80 0.00 0.00 5234.40 2010.2 1.50 8.80 112.10 3.90 0.00 0.00 5384.05 2028.2 1.50 8.80 112.10 4.00 0.00 0.00 5533.71 2046.2 1.50 8.80 112.10 4.10 0.00 0.00 5683.36 2064.1 1.50 8.80 112.10 4.20 0.00 0.00 5833.02 2082.1 1.50 8.80 112.10 4.30 0.00 0.00 5982.67 2100.1 1.50 8.80 112.10�Page 7 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January,
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * * *************************************************************************************************************** +++ H Y D R O S T A T I C C O E F F I C I E N T S +++ ======================================================= For Body AJ30 Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Wetted Load To Change /----- For 0 KG -----/ /--- Condition ---/ Displacement Surface Draft 1 MM Moment To Change .01 Deg Draft Trim Roll ------------ --------- -------------- --- Heel --- --- Trim --- 4.40 0.00 0.00 6132.33 2118.0 1.50 8.80 112.10 4.50 0.00 0.00 6281.99 2136.0 1.50 8.80 112.10 4.60 0.00 0.00 6431.64 2154.0 1.50 8.80 112.10 4.70 0.00 0.00 6581.30 2171.9 1.50 8.80 112.10 4.80 0.00 0.00 6730.95 2189.9 1.50 8.80 112.10�Page 8 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * * *************************************************************************************************************** +++ C O M P A R T M E N T P R O P E R T I E S +++ =================================================== Results Are Reported In Body System Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. --------
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS 1C CORRECT 1.0250 121.0 2.4 2.00 2.00 2.00 0.089 1P CORRECT 1.0250 97.4 1.9 2.00 2.00 2.00 0.089 1S CORRECT 1.0250 97.4 1.9 2.00 2.00 2.00 0.089 2C CORRECT 1.0250 144.4 140.0 96.99 2.00 96.99 4.734 2P CORRECT 1.0250 155.8 40.0 25.68 2.00 25.68 1.339 2S CORRECT 1.0250 155.8 40.0 25.68 2.00 25.68 1.339 3C CORRECT 1.0250 222.1 222.0 99.95 2.00 99.95 4.877 3P CORRECT 1.0250 254.9 70.0 27.47 2.00 27.47 1.339 3S CORRECT 1.0250 254.9 70.0 27.47 2.00 27.47 1.339 4C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 4P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 4S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 5C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 5P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 5S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 6C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 6P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 6S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 7C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 7P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 7S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 8C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 8P CORRECT 1.0250 318.6 36.0 11.30 2.00 11.30 0.551 8S CORRECT 1.0250 318.6 36.0 11.30 2.00 11.30 0.551 9C CORRECT 1.0250 191.5 3.8 2.00 2.00 2.00 0.098 9P CORRECT 1.0250 219.4 160.0 72.94 2.00 72.94 3.965 9S CORRECT 1.0250 219.4 160.0 72.94 2.00 72.94 3.965�Page 9 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * * *************************************************************************************************************** +++ C A T E G O R Y S U M M A R Y F O R S E L E C T E D P A R T S +++ ============================================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS Results Are Reported In The Part System Weight Buoyancy /--- Center of Gravity --/ /-- Center of Buoyancy --/ Category Factor Factor Name Weight X Y Z Buoyancy X Y Z --------- --------- --------- -------- -------- -------- -------- -------- -------- -------- -------- -------- EXTRAS 1.000 1.000 AJ30 829.24 36.73 0.00 3.41 0.00 0.00 0.00 0.00 VESSEL 700.00 41.56 0.00 9.75 0.00 0.00 0.00 0.00 STOOL 100.00 36.58 0.00 5.80 0.00 0.00 0.00 0.00 ======== ======== ======== ======== ======== ======== ======== ======== TOTAL 1629.24 38.80 0.00 6.28 0.00 0.00 0.00 0.00�Page 10 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R A J 3 0 +++ =============================================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Draft = 1.88 Roll Angle = 0.00 Pitch Angle = 0.29 Wet Radii Of Gyration About CG K-X = 43.40 K-Y = 46.40 K-Z = 46.30
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS GMT = 13.76 GML = 194.62 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part AJ30 ------------ LOAD_GRO 1629.2 38.80 0.00 6.28 --- Contents --- 9P 160.0 67.65 -6.65 2.58 3.97 72.94 9S 160.0 67.65 6.65 2.58 3.97 72.94 9C 3.8 67.89 0.00 0.06 0.10 2.00 8P 36.0 59.50 -6.65 0.28 0.55 11.30 8S 36.0 59.50 6.66 0.28 0.55 11.30 8C 5.6 59.44 0.00 0.05 0.10 2.00 7P 6.4 50.29 -6.65 0.05 0.10 2.00 7S 6.4 50.29 6.66 0.05 0.10 2.00 7C 5.6 50.29 0.00 0.05 0.10 2.00 6P 6.4 41.15 -6.66 0.05 0.10 2.00 6S 6.4 41.15 6.65 0.05 0.10 2.00 6C 5.6 41.15 0.00 0.05 0.10 2.00 5P 6.4 32.00 -6.66 0.05 0.10 2.00 5S 6.4 32.00 6.65 0.05 0.10 2.00 5C 5.6 32.00 0.00 0.05 0.10 2.00 4P 6.4 22.86 -6.66 0.05 0.10 2.00 4S 6.4 22.86 6.66 0.05 0.10 2.00 4C 5.6 22.86 0.00 0.05 0.10 2.00 3P 70.0 14.65 -6.65 0.67 1.34 27.47 3S 70.0 14.65 6.66 0.67 1.34 27.47 3C 222.0 14.63 0.00 2.44 4.88 99.95 2P 40.0 8.74 -6.46 0.72 1.34 25.68 2S 40.0 8.74 6.46 0.72 1.34 25.68 2C 140.0 8.57 0.00 2.43 4.73 96.99 1P 1.9 3.86 -5.67 0.47 0.09 2.00 1S 1.9 3.86 5.67 0.47 0.09 2.00 1C 2.4 3.56 0.00 0.47 0.09 2.00 ======== ======== ======= ======= ======= Total 2692.1 37.01 0.00 4.50 Buoyancy 2691.5 37.04 0.00 1.07�Page 11 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 *
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS * * *************************************************************************************************************** +++ D R A F T M E A S U R M E N T S +++ ========================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Along Selected Rays Event AFT(P) AFT(S) FWD(P) FWD(S) ----- ------ ------ ------ ------ 1.00 2.25 2.25 1.88 1.88�Page 12 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * LONGITUDINAL STRENGTH * * * *************************************************************************************************************** +++ L O N G I T U D I N A L S T R E N G T H R E S U L T S +++ ================================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Allowable Stress = 1.000 Mpa Allowable Deflection = 1.000 MM Longitudinal Shear Bending B. Stress/ Deflection/ Location Force Moment Allowable Allowable -------------- -------------- -------------- -------------- -------------- 0.00 -14. 0. 0.0000 0.0000 4.30 -48. -158. -1.2876 2.8319
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS 8.60 -81. -371. -3.0284 5.6284 12.90 -161. -896. -5.9741 8.3340 17.20 -236. -1747. -11.6460 10.8297 21.50 -158. -2676. -17.8415 12.9249 25.80 -29. -3078. -20.5185 14.4223 30.10 101. -2924. -19.4905 15.2307 34.40 230. -2214. -14.7597 15.3851 38.70 259. -1162. -7.7442 15.0448 43.00 -312. -777. -5.1817 14.4446 47.30 -183. -1843. -12.2875 13.6446 51.60 -55. -2355. -15.6986 12.4361 55.90 68. -2316. -15.4394 10.7030 60.20 169. -1806. -14.7510 8.4521 64.50 239. -872. -7.1180 5.7988 68.80 95. -167. -1.3658 2.9411 73.15 -15. 0. 0.0000 0.0000�Page 13 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * VCG= 4.503752M Draft=1.887536M Damage= NONE! Yaw= 0.0 * * * *************************************************************************************************************** +++ R I G H T I N G A R M R E S U L T S +++ =============================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Moment Scaled By 2692.12, KG = 4.50, and Wind Speed = 100. Knots Initial: Roll = 0.00, Trim = 0.28 Deg. Arms About Axis Yawed 0.0 Deg From Vessel X /----- Condition -----/ /-- Min. Height --/ /--- Righting ---/ /--- Heeling ---/ Area Net Draft Roll Trim W Tight NW Tight Arm Area Arm Area Ratio Arm
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS 1.89 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.00 -0.184 1.87 5.00 0.00 0.00 0.00 1.21 3.01 0.18 0.91 3.29 1.024 1.96 10.00 -0.19 0.00 0.00 2.41 12.05 0.17 1.80 6.69 2.237 1.79 15.00 -0.12 0.00 0.00 3.40 26.57 0.16 2.63 10.10 3.238 1.56 20.00 -0.12 0.00 0.00 3.77 44.49 0.15 3.40 13.08 3.623 1.29 25.00 -0.08 0.00 0.00 3.73 63.25 0.14 4.11 15.38 3.594 0.99 30.00 -0.02 0.00 0.00 3.51 81.34 0.13 4.77 17.04 3.379 0.67 35.00 0.05 0.00 0.00 3.18 98.06 0.12 5.39 18.21 3.062 0.74 40.00 -0.49 0.00 0.00 2.79 112.98 0.11 5.94 19.01 2.684 0.21 45.00 -0.08 0.00 0.00 2.35 125.83 0.10 6.45 19.51 2.255 0.21 50.00 -0.52 0.00 0.00 1.88 136.42 0.09 6.90 19.76 1.798 -0.38 55.00 -0.03 0.00 0.00 1.39 144.59 0.08 7.32 19.76 1.307 -0.38 60.00 -0.47 0.00 0.00 0.88 150.25 0.07 7.69 19.54 0.808 -0.96 65.00 0.02 0.00 0.00 0.36 153.34 0.06 8.03 19.11 0.291 -0.85 70.00 -0.57 0.00 0.00 -0.17 153.80 0.05 8.32 18.49 -0.221�Page 14 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * VCG= 4.503752M Draft=1.887536M Damage= NONE! Yaw= 0.0 * * * ***************************************************************************************************************
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS +++ S T A B I L I T Y S U M M A R Y +++ ========================================= The Following Intact Condition ============================== Draft = 1.89 M Roll = 0.00 Deg Pitch = 0.28 Deg VCG = 4.50 M Axis Angle = 0.00 Deg Wind Vel = 100.00 Knots Passes All of The Stability Requirements: ========================================= GM >= 1.00 M 13.76 PASSES Area Ratio >= 1.40 18.76 PASSES RA/HA Ratio >= 0.00 25.51 PASSES Arm Area @ 2nd Intercept >= 0.00 M*DEG 153.59 PASSES Arm Area @ Dfld >= 0.00 M*DEG 153.80 PASSES Arm Area @ Max Right. Arm >= 0.00 M*DEG 44.45 PASSES Arm Area @ 40 Degrees >= 0.00 M*DEG 112.94 PASSES Static Heel w/o Wind <= 90.00 DEG 0.00 PASSES 1st Intercept <= 90.00 DEG 0.76 PASSES 2nd Intercept (Range) >= 0.00 DEG 68.29 PASSES 2nd - 1st Intercepts >= 0.00 DEG 67.08 PASSES Angle @ Max Righting Arm >= 0.00 DEG 20.00 PASSES Dfld Height @ Equilibrium >= 0.00 M 0.00 PASSES Downflood Angle >= 0.00 DEG 70.00 PASSES Dfld Angle - 1st Interc. >= 0.00 DEG 69.24�Page 15 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * VCG= 4.503753M Draft=2.08111M Damage= 9P Yaw= 0.0 * * * ***************************************************************************************************************
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS +++ R I G H T I N G A R M R E S U L T S +++ =============================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Compartments Flooded Are: 9P Moment Scaled By 2564.72, KG = 4.58, and Wind Speed = 50. Knots Initial: Roll = -1.33, Trim = -0.16 Deg. Arms About Axis Yawed 0.0 Deg From Vessel X /----- Condition -----/ /-- Min. Height --/ /--- Righting ---/ /--- Heeling ---/ Area Net Draft Roll Trim W Tight NW Tight Arm Area Arm Area Ratio Arm 2.08 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 -0.049 2.09 5.00 0.00 0.00 0.00 1.18 2.95 0.05 0.24 12.14 1.130 2.08 10.00 0.00 0.00 0.00 2.35 11.76 0.05 0.48 24.71 2.304 1.88 15.00 0.22 0.00 0.00 3.41 26.15 0.04 0.69 37.76 3.364 1.60 20.00 0.35 0.00 0.00 3.89 44.40 0.04 0.89 49.91 3.857 1.28 25.00 0.50 0.00 0.00 3.91 63.90 0.03 1.07 59.74 3.873 0.93 30.00 0.66 0.00 0.00 3.70 82.92 0.03 1.24 67.07 3.666 0.56 35.00 0.84 0.00 0.00 3.37 100.59 0.03 1.39 72.35 3.342 0.17 40.00 1.03 0.00 0.00 2.97 116.45 0.03 1.53 75.95 2.946 0.30 45.00 0.38 0.00 0.00 2.54 130.24 0.02 1.66 78.30 2.516 -0.27 50.00 0.84 0.00 0.00 2.05 141.72 0.02 1.78 79.54 2.029 -0.61 55.00 0.93 0.00 0.00 1.54 150.70 0.02 1.89 79.71 1.522 -0.59 60.00 0.45 0.00 0.00 1.02 157.11 0.02 1.99 79.01 0.999�Page 16 Licensee - Green Palm Marine Rev 7.01.039 Ser613 ***************************************************************************************************************
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * VCG= 4.503753M Draft=2.08111M Damage= 9P Yaw= 0.0 * * * *************************************************************************************************************** +++ S T A B I L I T Y S U M M A R Y +++ ========================================= The Following Damaged Condition =============================== with 9P Damaged Draft = 2.08 M Roll = -1.33 Deg Pitch = -0.16 Deg VCG = 4.50 M Axis Angle = 0.00 Deg Wind Vel = 50.00 Knots Passes All of The Stability Requirements: ========================================= GM >= 1.00 M 13.61 PASSES Area Ratio >= 1.40 79.03 PASSES RA/HA Ratio >= 0.00 113.01 PASSES Arm Area @ 2nd Intercept >= 0.00 M*DEG 157.09 PASSES Arm Area @ Dfld >= 0.00 M*DEG 155.39 PASSES Arm Area @ Max Right. Arm >= 0.00 M*DEG 63.86 PASSES Arm Area @ 40 Degrees >= 0.00 M*DEG 116.41 PASSES Static Heel w/o Wind <= 90.00 DEG -1.33 PASSES 1st Intercept <= 90.00 DEG -1.12 PASSES 2nd Intercept (Range) >= 0.00 DEG 60.00 PASSES 2nd - 1st Intercepts >= 0.00 DEG 59.79 PASSES Angle @ Max Righting Arm >= 10.00 DEG 25.00 PASSES Dfld Height @ Equilibrium >= 0.00 M 0.00 PASSES Downflood Angle >= 0.00 DEG 58.67 PASSES Dfld Angle - 1st Interc. >= 0.00 DEG 59.79�Page 17 Licensee - Green Palm Marine Rev 7.01.039 Ser613
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS*************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW * * * *************************************************************************************************************** +++ C O M P A R T M E N T P R O P E R T I E S +++ =================================================== Results Are Reported In Body System Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. -------- 1C CORRECT 1.0250 121.0 2.4 2.00 2.00 2.00 0.089 1P CORRECT 1.0250 97.4 1.9 2.00 2.00 2.00 0.089 1S CORRECT 1.0250 97.4 1.9 2.00 2.00 2.00 0.089 2C CORRECT 1.0250 144.4 140.0 96.99 2.00 96.99 4.734 2P CORRECT 1.0250 155.8 40.0 25.68 2.00 25.68 1.335 2S CORRECT 1.0250 155.8 40.0 25.68 2.00 25.68 1.345 3C CORRECT 1.0250 222.1 222.0 99.95 2.00 99.95 4.877 3P CORRECT 1.0250 254.9 70.0 27.47 2.00 27.47 1.339 3S CORRECT 1.0250 254.9 70.0 27.47 2.00 27.47 1.339 4C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 4P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 4S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 5C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 5P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 5S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 6C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 6P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 6S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 7C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 7P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 7S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 8C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 8P CORRECT 1.0250 318.6 36.0 11.30 2.00 11.30 0.551
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS 8S CORRECT 1.0250 318.6 36.0 11.30 2.00 11.30 0.551 9C CORRECT 1.0250 191.5 3.8 2.00 2.00 2.00 0.098 9P FLOODED 1.0250 219.4 32.6 100.00 2.00 14.85 1.731 9S CORRECT 1.0250 219.4 160.0 72.94 2.00 72.94 3.966�Page 18 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW * * * *************************************************************************************************************** +++ C A T E G O R Y S U M M A R Y F O R S E L E C T E D P A R T S +++ ============================================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In The Part System Weight Buoyancy /--- Center of Gravity --/ /-- Center of Buoyancy --/ Category Factor Factor Name Weight X Y Z Buoyancy X Y Z --------- --------- --------- -------- -------- -------- -------- -------- -------- -------- -------- -------- EXTRAS 1.000 1.000 AJ30 829.24 36.73 0.00 3.41 0.00 0.00 0.00 0.00 VESSEL 700.00 41.56 0.00 9.75 0.00 0.00 0.00 0.00 STOOL 100.00 36.58 0.00 5.80 0.00 0.00 0.00 0.00 ======== ======== ======== ======== ======== ======== ======== ======== TOTAL 1629.24 38.80 0.00 6.28 0.00 0.00 0.00 0.00�Page 19 Licensee - Green Palm Marine Rev 7.01.039 Ser613
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS*************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R A J 3 0 +++ =============================================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Draft = 2.08 Roll Angle = -1.33 Pitch Angle = -0.16 Wet Radii Of Gyration About CG K-X = 44.46 K-Y = 47.02 K-Z = 46.89 GMT = 13.61 GML = 183.77 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part AJ30 ------------ LOAD_GRO 1629.2 38.80 0.00 6.28 --- Contents --- 9P 32.6 65.75 -6.54 1.16 1.73 14.85 9S 160.0 67.62 6.69 2.58 3.97 72.94 9C 3.8 67.89 0.00 0.06 0.10 2.00 8P 36.0 59.40 -6.48 0.28 0.55 11.30 8S 36.0 59.40 6.83 0.28 0.55 11.30 8C 5.6 59.44 0.00 0.05 0.10 2.00 7P 6.4 50.29 -6.65 0.05 0.10 2.00 7S 6.4 50.29 6.66 0.05 0.10 2.00 7C 5.6 50.29 0.00 0.05 0.10 2.00 6P 6.4 41.15 -6.66 0.05 0.10 2.00 6S 6.4 41.15 6.65 0.05 0.10 2.00 6C 5.6 41.15 0.00 0.05 0.10 2.00 5P 6.4 32.00 -6.66 0.05 0.10 2.00
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS 5S 6.4 32.00 6.65 0.05 0.10 2.00 5C 5.6 32.00 0.00 0.05 0.10 2.00 4P 6.4 22.86 -6.66 0.05 0.10 2.00 4S 6.4 22.86 6.66 0.05 0.10 2.00 4C 5.6 22.86 0.00 0.05 0.10 2.00 3P 70.0 14.62 -6.58 0.67 1.34 27.47 3S 70.0 14.62 6.73 0.67 1.34 27.47 3C 222.0 14.63 0.00 2.44 4.88 99.95 2P 40.0 8.72 -6.39 0.72 1.33 25.68 2S 40.0 8.73 6.53 0.72 1.34 25.68 2C 140.0 8.57 0.02 2.43 4.73 96.99 1P 1.9 3.86 -5.67 0.47 0.09 2.00 1S 1.9 3.86 5.67 0.47 0.09 2.00 1C 2.4 3.56 0.00 0.47 0.09 2.00 ======== ======== ======= ======= ======= Total 2564.7 35.46 0.35 4.58 Buoyancy 2564.8 35.44 0.43 1.02�Page 20 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW * * * *************************************************************************************************************** +++ D R A F T M A R K R E A D I N G S +++ ============================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Name Draft Name Draft Name Draft Name Draft -------- -------- -------- -------- -------- -------- -------- -------- AFT(P) 1.64 AFT(S) 2.11 FWD(P) 1.85 FWD(S) 2.32�Page 21 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES ***
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW * * * *************************************************************************************************************** +++ D R A F T M E A S U R M E N T S +++ ========================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Along Selected Rays Event AFT(P) AFT(S) FWD(P) FWD(S) ----- ------ ------ ------ ------ 1.00 1.64 2.11 1.85 2.32�Page 22 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * VCG= 4.581275M Draft=1.77854M Damage= 8P Yaw= 0.0 * * * *************************************************************************************************************** +++ R I G H T I N G A R M R E S U L T S +++ =============================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Compartments Flooded Are: 8P Moment Scaled By 2822.27, KG = 4.37, and Wind Speed = 50. Knots
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS Initial: Roll = 1.31, Trim = 0.59 Deg. Arms About Axis Yawed 0.0 Deg From Vessel X /----- Condition -----/ /-- Min. Height --/ /--- Righting ---/ /--- Heeling ---/ Area Net Draft Roll Trim W Tight NW Tight Arm Area Arm Area Ratio Arm 1.78 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 -0.043 1.78 5.00 0.00 0.00 0.00 1.08 2.70 0.04 0.21 12.70 1.039 1.76 10.00 0.00 0.00 0.00 2.17 10.82 0.04 0.41 26.15 2.128 1.48 15.00 0.30 0.00 0.00 2.94 23.60 0.04 0.60 39.37 2.909 1.14 20.00 0.60 0.00 0.00 3.14 38.81 0.03 0.77 50.39 3.105 0.76 25.00 0.92 0.00 0.00 3.04 54.25 0.03 0.93 58.37 3.009 0.37 30.00 1.25 0.00 0.00 2.81 68.86 0.03 1.08 63.82 2.777 0.32 35.00 1.02 0.00 0.00 2.53 82.21 0.03 1.22 67.48 2.506 -0.29 40.00 1.64 0.00 0.00 2.15 93.92 0.03 1.35 69.65 2.126 -0.37 45.00 1.44 0.00 0.00 1.78 103.74 0.02 1.47 70.59 1.755 -1.03 50.00 2.13 0.00 0.00 1.34 111.53 0.02 1.58 70.46 1.313 -1.10 55.00 1.89 0.00 0.00 0.91 117.15 0.02 1.69 69.42 0.893 -1.75 60.00 2.57 0.00 0.00 0.45 120.55 0.02 1.78 67.59 0.428�Page 23 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * VCG= 4.581275M Draft=1.77854M Damage= 8P Yaw= 0.0 *
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS * * *************************************************************************************************************** +++ S T A B I L I T Y S U M M A R Y +++ ========================================= The Following Damaged Condition =============================== with 8P Damaged Draft = 1.78 M Roll = 1.31 Deg Pitch = 0.59 Deg VCG = 4.58 M Axis Angle = 0.00 Deg Wind Vel = 50.00 Knots Passes All of The Stability Requirements: ========================================= GM >= 1.00 M 12.29 PASSES Area Ratio >= 1.40 67.61 PASSES RA/HA Ratio >= 0.00 95.40 PASSES Arm Area @ 2nd Intercept >= 0.00 M*DEG 120.53 PASSES Arm Area @ Dfld >= 0.00 M*DEG 120.53 PASSES Arm Area @ Max Right. Arm >= 0.00 M*DEG 38.77 PASSES Arm Area @ 40 Degrees >= 0.00 M*DEG 93.89 PASSES Static Heel w/o Wind <= 90.00 DEG 1.31 PASSES 1st Intercept <= 90.00 DEG 1.52 PASSES 2nd Intercept (Range) >= 0.00 DEG 60.00 PASSES 2nd - 1st Intercepts >= 0.00 DEG 59.80 PASSES Angle @ Max Righting Arm >= 10.00 DEG 20.00 PASSES Dfld Height @ Equilibrium >= 0.00 M 0.00 PASSES Downflood Angle >= 0.00 DEG 61.31 PASSES Dfld Angle - 1st Interc. >= 0.00 DEG 59.80�Page 24 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS * * * *************************************************************************************************************** +++ C O M P A R T M E N T P R O P E R T I E S +++ =================================================== Results Are Reported In Body System Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. -------- 1C CORRECT 1.0250 121.0 2.4 2.00 2.00 2.00 0.089 1P CORRECT 1.0250 97.4 1.9 2.00 2.00 2.00 0.089 1S CORRECT 1.0250 97.4 1.9 2.00 2.00 2.00 0.089 2C CORRECT 1.0250 144.4 140.0 96.99 2.00 96.99 4.734 2P CORRECT 1.0250 155.8 40.0 25.68 2.00 25.68 1.344 2S CORRECT 1.0250 155.8 40.0 25.68 2.00 25.68 1.334 3C CORRECT 1.0250 222.1 222.0 99.95 2.00 99.95 4.877 3P CORRECT 1.0250 254.9 70.0 27.47 2.00 27.47 1.339 3S CORRECT 1.0250 254.9 70.0 27.47 2.00 27.47 1.339 4C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 4P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 4S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 5C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 5P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 5S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 6C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 6P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 6S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 7C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 7P CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 7S CORRECT 1.0250 318.6 6.4 2.00 2.00 2.00 0.098 8C CORRECT 1.0250 277.6 5.6 2.00 2.00 2.00 0.098 8P FLOODED 1.0250 318.6 166.1 100.00 2.00 52.14 2.543 8S CORRECT 1.0250 318.6 36.0 11.30 2.00 11.30 0.551 9C CORRECT 1.0250 191.5 3.8 2.00 2.00 2.00 0.098 9P CORRECT 1.0250 219.4 160.0 72.94 2.00 72.94 3.966 9S CORRECT 1.0250 219.4 160.0 72.94 2.00 72.94 3.965�Page 25 Licensee - Green Palm Marine Rev 7.01.039 Ser613 ***************************************************************************************************************
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW * * * *************************************************************************************************************** +++ C A T E G O R Y S U M M A R Y F O R S E L E C T E D P A R T S +++ ============================================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In The Part System Weight Buoyancy /--- Center of Gravity --/ /-- Center of Buoyancy --/ Category Factor Factor Name Weight X Y Z Buoyancy X Y Z --------- --------- --------- -------- -------- -------- -------- -------- -------- -------- -------- -------- EXTRAS 1.000 1.000 AJ30 829.24 36.73 0.00 3.41 0.00 0.00 0.00 0.00 VESSEL 700.00 41.56 0.00 9.75 0.00 0.00 0.00 0.00 STOOL 100.00 36.58 0.00 5.80 0.00 0.00 0.00 0.00 ======== ======== ======== ======== ======== ======== ======== ======== TOTAL 1629.24 38.80 0.00 6.28 0.00 0.00 0.00 0.00�Page 26 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R A J 3 0 +++ =============================================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Draft = 1.78 Roll Angle = 1.31 Pitch Angle = 0.59 Wet Radii Of Gyration About CG K-X = 42.42 K-Y = 45.57 K-Z = 45.49 GMT = 12.29 GML = 180.35 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part AJ30 ------------ LOAD_GRO 1629.2 38.80 0.00 6.28 --- Contents --- 9P 160.0 67.66 -6.69 2.58 3.97 72.94 9S 160.0 67.66 6.61 2.58 3.97 72.94 9C 3.8 67.89 0.00 0.06 0.10 2.00 8P 166.1 59.46 -6.69 1.27 2.54 52.14 8S 36.0 59.57 6.48 0.28 0.55 11.30 8C 5.6 59.44 0.00 0.05 0.10 2.00 7P 6.4 50.29 -6.65 0.05 0.10 2.00 7S 6.4 50.29 6.66 0.05 0.10 2.00 7C 5.6 50.29 0.00 0.05 0.10 2.00 6P 6.4 41.15 -6.66 0.05 0.10 2.00 6S 6.4 41.15 6.65 0.05 0.10 2.00 6C 5.6 41.15 0.00 0.05 0.10 2.00 5P 6.4 32.00 -6.66 0.05 0.10 2.00 5S 6.4 32.00 6.65 0.05 0.10 2.00 5C 5.6 32.00 0.00 0.05 0.10 2.00 4P 6.4 22.86 -6.66 0.05 0.10 2.00 4S 6.4 22.86 6.66 0.05 0.10 2.00 4C 5.6 22.86 0.00 0.05 0.10 2.00 3P 70.0 14.66 -6.73 0.67 1.34 27.47 3S 70.0 14.66 6.58 0.67 1.34 27.47 3C 222.0 14.63 0.00 2.44 4.88 99.95
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS 2P 40.0 8.75 -6.53 0.72 1.34 25.68 2S 40.0 8.74 6.39 0.72 1.33 25.68 2C 140.0 8.57 -0.02 2.43 4.73 96.99 1P 1.9 3.86 -5.67 0.47 0.09 2.00 1S 1.9 3.86 5.67 0.47 0.09 2.00 1C 2.4 3.56 0.00 0.47 0.09 2.00 ======== ======== ======= ======= ======= Total 2822.3 38.05 -0.32 4.37 Buoyancy 2822.3 38.08 -0.40 1.13�Page 27 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW * * * *************************************************************************************************************** +++ D R A F T M A R K R E A D I N G S +++ ============================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Name Draft Name Draft Name Draft Name Draft -------- -------- -------- -------- -------- -------- -------- -------- AFT(P) 2.76 AFT(S) 2.30 FWD(P) 2.01 FWD(S) 1.55�Page 28 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW * *
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS * *************************************************************************************************************** +++ D R A F T M E A S U R M E N T S +++ ========================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Along Selected Rays Event AFT(P) AFT(S) FWD(P) FWD(S) ----- ------ ------ ------ ------ 1.00 2.76 2.30 2.01 1.55�Page 29 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== CATEGORY SUMMARY FOR SELECTED PARTS . . . . . . . . . 1 COMPARTMENT PROPERTIES . . . . . . . . . . . . . . . . 2 BUOYANCY AND WEIGHT FOR AJ30 . . . . . . . . . . . . . 3 HYDROSTATIC PROPERTIES . . . . . . . . . . . . . . . . 4 HYDROSTATIC COEFFICIENTS . . . . . . . . . . . . . . . 6 COMPARTMENT PROPERTIES . . . . . . . . . . . . . . . . 8 CATEGORY SUMMARY FOR SELECTED PARTS . . . . . . . . . 9
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS BUOYANCY AND WEIGHT FOR AJ30 . . . . . . . . . . . . . 10 DRAFT MEASURMENTS . . . . . . . . . . . . . . . . . . 11 LONGITUDINAL STRENGTH RESULTS . . . . . . . . . . . . 12 RIGHTING ARM RESULTS . . . . . . . . . . . . . . . . . 13 STABILITY SUMMARY . . . . . . . . . . . . . . . . . . 14 RIGHTING ARM RESULTS . . . . . . . . . . . . . . . . . 15 STABILITY SUMMARY . . . . . . . . . . . . . . . . . . 16 COMPARTMENT PROPERTIES . . . . . . . . . . . . . . . . 17 CATEGORY SUMMARY FOR SELECTED PARTS . . . . . . . . . 18 BUOYANCY AND WEIGHT FOR AJ30 . . . . . . . . . . . . . 19 DRAFT MARK READINGS . . . . . . . . . . . . . . . . . 20 DRAFT MEASURMENTS . . . . . . . . . . . . . . . . . . 21 RIGHTING ARM RESULTS . . . . . . . . . . . . . . . . . 22 STABILITY SUMMARY . . . . . . . . . . . . . . . . . . 23 COMPARTMENT PROPERTIES . . . . . . . . . . . . . . . . 24 CATEGORY SUMMARY FOR SELECTED PARTS . . . . . . . . . 25 BUOYANCY AND WEIGHT FOR AJ30 . . . . . . . . . . . . . 26 DRAFT MARK READINGS . . . . . . . . . . . . . . . . . 27 �Page 30 Licensee - Green Palm Marine Rev 7.01.039 Ser613 *************************************************************************************************************** * *** MOSES *** * * ---------------- 21 January, 2007 * * DEMETHANISER VESSEL LOADOUT ON BARGE AJ30 * * INTACT STABILITY FOR TOW
GREEN PALM CONSULTANTS
TOW STABILITY ANALYSIS * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== DRAFT MEASURMENTS . . . . . . . . . . . . . . . . . . 28 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 29
GREEN PALM CONSULTANTS
DEMETHANISER VESSEL LOADOUT ON BARGE AJ30LONGITUDINAL STRENGTH
0 7.4 14.8 22.2 29.6 37 44.4 51.8 59.2 66.6 74
Long Location
-320
-262
-204
-146
-88
-30
28
86
144
202
260
Shear
DEMETHANISER VESSEL LOADOUT ON BARGE AJ30LONGITUDINAL STRENGTH
0 7.4 14.8 22.2 29.6 37 44.4 51.8 59.2 66.6 74
Long Location
-3.1
-2.79
-2.48
-2.17
-1.86
-1.55
-1.24
-0.93
-0.62
-0.31
0Moment *10**3
DEMETHANISER VESSEL LOADOUT ON BARGE AJ30LONGITUDINAL STRENGTH
0 7.4 14.8 22.2 29.6 37 44.4 51.8 59.2 66.6 74
Long Location
-21
-18.9
-16.8
-14.7
-12.6
-10.5
-8.4
-6.3
-4.2
-2.1
0Stress Ratio
Righting ArmWind ArmArea Ratio
DEMETHANISER VESSEL LOADOUT ON BARGE AJ30’VCG= 4.503752M Draft=1.887536M Damage= NONE! Yaw= 0.0 ’
0 7 14 21 28 35 42 49 56 63 70
’Roll Angle (Deg)’
00.5
11.5
22.5
33.5
44.5
5’Righting & Wind Heel Arms (Meters)’
02
46
810
12
14
16
18
20
’Area Ratio’
Righting ArmWind ArmArea Ratio
DEMETHANISER VESSEL LOADOUT ON BARGE AJ30’VCG= 4.503753M Draft=2.08111M Damage= 9P Yaw= 0.0 ’
0 6 12 18 24 30 36 42 48 54 60
’Roll Angle (Deg)’
00.5
11.5
22.5
33.5
44.5
5’Righting & Wind Heel Arms (Meters)’
08
16
24
32
40
48
56
64
72
80
’Area Ratio’
Righting ArmWind ArmArea Ratio
DEMETHANISER VESSEL LOADOUT ON BARGE AJ30’VCG= 4.581275M Draft=1.77854M Damage= 8P Yaw= 0.0 ’
0 6 12 18 24 30 36 42 48 54 60
’Roll Angle (Deg)’
00.4
0.8
1.2
1.6
22.4
2.8
3.2
3.6
4’Righting & Wind Heel Arms (Meters)’
07.1
14.2
21.3
28.4
35.5
42.6
49.7
56.8
63.9
71
’Area Ratio’
GPMC/ENG/RP/1140/102(0)
DEMETHANISER VESSEL TRANSPORATION
4. RECOMMENDED TOW BALLAST PLAN
TOW BALLAST
BOW DRAFT = 1.88 METERS
1P 1C 1S
0 0 0
2P 2C 2S
40 140 40
3P 3C 3S
70 222 70
4P 4C 4S
0 0 0
5P 5C 5S
0 0 0
6P 6C 6S
0 0 0
7P 7C 7S
0 0 0
8P 8C 8S
36 0 36
9P 9C 9S
160 0 160
DRAFT = 2.25 METERS
STERN
COLOUR CODE
YELLOW CONTROL BALLAST
BLUE TIDAL TANK
RED NO CHANGE DURING LOADOUT
TOTAL LOAD TRAILOR B (20 AXLES)= 430
TOTAL LOAD TRAILOR A (20 AXLES)= 434
LOAD GROUP- TRAILOR A (5 AXLES)= 107.5 TONNES
LOAD GROUP- TRAILOR B (5 AXLES)= 108.5 TONNES
NO OF LOAD GROUPS (TRAILER A) ON BARGE= 0 TONNES
NO OF LOAD GROUPS (TRAILER B) ON BARGE= 0 TONNES
TOTAL LOAD ON BARGE= 0 TONNES
GPMC/ENG/RP/1140/102(0)
DEMETHANISER VESSEL TRANSPORATION
5. STOOL SUMMARY, DECK LOADINGS AND SEAFASTENING CALCULATIONS
DEMETHANISER VESSEL (Summary for stools)
ST 7 & ST 8ST 1, ST-2 , ST-3, ST-4,
ST-5, ST-6
Reaction in Tons Reaction in TonsReaction force (kN) 151 151
Allowable Load Allowable Load
Acting On points
LONG BHD WITH 3 EFFECTIVE VERTICALFRAMES, EACH FRAME CAN TAKE 80TONS AS INDICATED IN CALCULATIONS 240
CROSS JOINT B/W TRANSVERSE AND
LONGITUDINAL BHD 185
RESULT PASS PASSSTRESS RATIO 0.63 0.82
ETHANISER VESSEL (Summary for Seafastening)
SS1, SS2, SS3, SS4, PS1, PS2, PS3, PS4
Reaction in TonsReaction force (kN) 34
Allowable Load
Acting On pointsCROSS JOINT B/W LONG GIRDER ANDTRANSVERSE FRAME 62
RESULT PASSSTRESS RATIO 0.55
Client: Al Jaber Heavy Lift & Transport LLC Sheet No 1 of 1Project: DEMATHANISER TRANSPORT SEAFASTENINGRevision: 0 DATE 18 Jan 07
Motion Criteria:Roll 15.00 Deg in 10.00 Secs Ang. Acc 0.0105Pitch 10.00 Deg in 10.00 Secs Ang. Acc 0.0070Heave 0.20 g's BARGE DIMENSIONS IN METRES
LENGTH BREADTH DEPTHSin(Roll) 0.259 Cos(Roll) 0.966 76.2 24.4 4.88Sin(Pit) 0.174 Cos(Pit) 0.985
MODULE DATALength 61.00 m (fore-aft dimension) )Breadth 6.00 m (tranverse dimension) ) Used Only To Compute InertiasHeight 6.00 m (above base) )Weight 770.00 tonnes (each) Computed Inertias
at 5.00 m (above deck)at -5.00 m (fwd of midships) ROLL 4620.0 T.m.mat 0.00 m (starboard of CL) PITCH 241074.2 T.m.m
BARGE DATADeck at 3.000 m (above waterline/assumed motion centre)
OVERALL FORCES
ROLL to Ftrans Fvert Torque PITCH to Flong Fvert TorqueSTBD + Heave 304.1 892.5 48.7 BOW + Heave 203.7 882.9 1693.8STBD - Heave 224.4 595.0 48.7 BOW - Heave 150.2 579.6 1693.8PORT + Heave -304.1 892.5 -48.7 STERN + Heave -203.7 937.0 -1693.8PORT - Heave -224.4 595.0 -48.7 STERN - Heave -150.2 633.7 -1693.8
MAXIMUM ROLL FORCE = 304.07 TONNES 0.395 g
MAXIMUM PITCH FORCE = 203.73 TONNES 0.265 g
MAXIMUM VERTICAL FORCE = 937.01 TONNES 1.217 g
MINIMUM VERTICAL FORCE = 579.59 TONNES 0.753 g
LONGITUDINAL DISTANCE BETWEEN SUPPORTS = 44.20 M
TRANSVERSE DISTANCE BETWEEN SUPPORTS = 6.72 M
MAXIMUM ROLL LOAD ON BRACE = 38.01 TONNES
MAXIMUM PITCH LOAD ON BRACE = 25.47 TONNES
TRUE ANGLE OF THE BRACE WITH DECK = 29.00 DEGREES
MAXIMUM FORCE IN THE SEAFASTENING BRACE = 69.78 TONNES(BOTH ROLL AND PITCH BOTH CONSIDERED)
MAXIMUM VERTICAL FORCE ON DECK DUE TO BRACE = 33.83 TONNES
MAXIMUM HORIZONTAL FORCE ON DECK DUE TO BRACE = 61.03 TONNES
DISTANCE OF COG FROM AFT ROW SUPPORTS = 22.70 M
MAXIMUM DYNAMIC VERTICAL LOAD ON SUPPORTS = 150.96 TONNES
MINIMUM DYNAMIC VERTICAL LOAD ON SUPPORTS = 38.62 TONNES
LENGTH OF ROLL AND PITCH BRACE = 5.16 M
SLENDERNESS RATIO OF 8 INCH SCH 40 PIPE = 69.11
ALLOWABLE COMPRESSIVE STRESS IN BRACE = 107.00 Mpa
ALLOWABLE MAXIMUM FORCE IN THE BRACE = 77.89 TONNES > 69.78 TONNES(BOTH ROLL AND PITCH BOTH CONSIDERED) (ALLOWING ONE THIRD INCREASE IN
ALLOWABLE STRESSES)
LAP LENGTH REQUIRED BETWEEN GUSSET PLATE AND = 338.76 MMBRACE PIPE SAY 350MM MINIMUM
VERICAL AND HORIZONTAL WELD LENGTHS SHOULD NOT BE LESS THAN 2 X 350MM = 700MM OF 8MM DOUBLE FILLET WELD. THE UNDER DECK WELD SHOULD NOT BE LESS THAN 5MM DOUBLE FILLET WELD CONTINUOUS (BETWEEN DECK PLATE AND LONGITUDINAL BULKHEAD)
NOTE:BARGE STRENGTH CHECKS, SADDLE CHECKS AND VESSEL STRENGTH CHECKS ARE NOT COVERED BYTHIS CALCULATION NOTE.
BARGE ALJABAR XXX STRENGTH CHECKS
TYPICAL CROSS JOINT BETWEEN LONG AND TRAN BKD
APPLICABLE TO ALL STOOL SUPPORT LOADS EXCEPT THE FWD ONES
K 1
L=DEPTH OF BARGE 4880 mm
R 89
K*L/R 55
ALLOWABLE CONCENTRATED LOAD 185 tons
IN NEWTONS 1814850 N
AREA 15052 mm^2
ACTUAL COMPRESSIVE STRESS 121 N/mm^2 OK
ALLOWABLE STRESS 122 N/mm^2 17.9 KSI
FROM AISC
RESULT : THE CROSS JOINT WITH ASSOCIATED BULKHEAD PLATING CAN TAKE 185 TONS MAXIMUM
GREEN PALM CONSULTANTS
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : mail@prokon.com
AL JABAR BARGE 30CROSS BULKHEAD CAPACITYALJABARDPV PMM 19/01/2007
G01Section Properties :
Input Tables Settings
Title
Rotation Angle
Poisson's Ratio
Number of equations
0 Clockwise positive
0.3 0.0 Minimum, 0.5 Maximum
1000 200 Minimum, 10000 Maximum
Code X/Radius Y/Angle+ 250 496 8 -37.5 143 68 7 -75 -150 -451.5 250 -8 -250 -451.5 143 68 7 -75 -150 -37.5 -8 496 -250
Bending Properties
508.0
1030
.50
X X
Y
Y
502.
4
274.5
A 15.052E3Ixx 1.3113E9Iyy 119.70E6Ixy 4.6396E6Iuu 1.3113E9Ivv 119.68E6Ir 1.4310E9Ang -223.08E-3°Zxx(T) 2.4829E6Zxx(B) 2.6102E6Zyy(L) 436.00E3Zyy(R) 512.72E3Zuu 2.4806E6Zvv 435.93E3Zplx 3.4083E6Zply 839.00E3Yc 502.37Xc 274.54rx 295.16ry 89.176ru 295.16rv 89.170Xpl 255.53Ypl 500.00Perimeter 3.8880E3J 0.0000Zt 0.0000Cw 0.0000A-shear 0.0000Bx 0.0000Vr 971.25E-3
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : mail@prokon.com
AL JABAR BARGE 30CROSS BULKHEAD CAPACITYALJABARDPV PMM 19/01/2007
#G 328.36E-3
Torsional Properties
Y
XY SHEAR STRESSτmax = 162E-6 Shear Area = 6.965E3
Y
XX SHEAR STRESSτmax = 85.0E-6
Y
XPURE TORSION (Prandtl membrane)J = 346E3 Zt = 25.7E3
Y
X
Shear centreX = 204 Y = 492
WARPING TORSION (Warped shape)Cw = 4.96E12
Mono-symmetry constantßx =-30.5
BARGE ALJABAR XXX STRENGTH CHECKS
LONG BKD VERT FRAME COLUMN BUCKLING CHECKS
APPLICABLE TO TYPICAL LONG BKD VERTICAL FRAME ONLY
APPLICABLE TO ONE STOOL SUPPORT WHERE IT BEARS WITH THREE SUCH FRAMES (FWD ONE)
K 1
L 4800 mm
R 79
K*L/R 61
ALLOWABLE CONCENTRATED LOAD 80 tons
IN NEWTONS 784800 N
AREA 6761 mm^2
ACTUAL COMPRESSIVE STRESS 116.08 N/mm^2 OK
ALLOWABLE STRESS 117.84 N/mm^2 17.33
FROM AISC
RESULT : THE LONGITUDINAL BULKHEAD WITH ASSOCIATED FRAMING CAN TAKE 80 TONS LOAD
GREEN PALM CONSULTANTS
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : mail@prokon.com
ALJABAR BARGE STRENGTH CHECKSLONG BKD WITH FRAME PROPERTYALJABARDPV PMM 21/01/2007
G01Section Properties :
Input Tables Settings
Title
Rotation Angle
Poisson's Ratio
Number of equations
0 Clockwise positive
0.3 0.0 Minimum, 0.5 Maximum
1000 200 Minimum, 10000 Maximum
Code X/Radius Y/Angle+ 396 -8 -194 -373 68.2 -8 -76.2 381 -194
Bending Properties
396.0
389.
000
X X
Y
Y
U
U
V
V
3.30°
266.
6
201.1
A 6.7616E3Ixx 136.58E6Iyy 42.355E6Ixy -5.4583E6Iuu 136.89E6Ivv 42.040E6Ir 178.93E6Ang 3.3045°Zxx(T) 1.1156E6Zxx(B) 512.33E3Zyy(L) 210.64E3Zyy(R) 217.29E3Zuu 506.78E3Zvv 208.47E3Zplx 793.36E3Zply 340.31E3Yc 266.58Xc 201.07rx 142.12ry 79.146ru 142.29rv 78.851Xpl 198.70Ypl 354.43Perimeter 1.7064E3J 592.62E3Zt 25.978E3Cw 0.0000A-shear 2.7891E3Bx 290.42Vr 956.11E-3#G 618.94E-3
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : mail@prokon.com
ALJABAR BARGE STRENGTH CHECKSLONG BKD WITH FRAME PROPERTYALJABARDPV PMM 21/01/2007
Torsional Properties
Y
XY SHEAR STRESSτmax = 392E-6 Shear Area = 2.671E3
Y
XX SHEAR STRESSτmax = 214E-6
Y
XPURE TORSION (Prandtl membrane)J = 148E3 Zt = 12.2E3
Y
X
Shear centreX = 183 Y = 378
WARPING TORSION (Warped shape)Cw = 104E9
Mono-symmetry constantßx = 294
BARGE ALJABAR XXX STRENGTH CHECKS
TYPICAL CROSS JOINT BETWEEN LONG GIRDER AND FRAME
CAPACITY OF THE COLUMN SUPPORTING ( I BEAM 200 X 200)
APPLICABLE FOR SEAFASTENING BRACE CONNECTIONS
K 1
L=DEPTH OF BARGE 4880 mm
R 52
K*L/R 94
ALLOWABLE CONCENTRATED LOAD 62 tons
IN NEWTONS 608220 N
AREA 6636 mm^2
ACTUAL COMPRESSIVE STRESS 92 N/mm^2 OK
ALLOWABLE STRESS 93 N/mm^2 13.72 KSI
FROM AISC
RESULT : THE CROSS JOINT BETWEEN LONG GIRDER AND TRANSVERSE FRAME CAN TAKE 62 TONS MAXIMUM
GREEN PALM CONSULTANTS
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : mail@prokon.com
AL JABAR BARGE 30COLUMN SUPPORTING GIRDERAL JABARDPV PMM 20/01/2007
G01Section Properties :
Input Tables Settings
Title
Rotation Angle
Poisson's Ratio
Number of equations
0 Clockwise positive
0.3 0.0 Minimum, 0.5 Maximum
1000 200 Minimum, 10000 Maximum
Code X/Radius Y/Angle+ 203.9 12.5 -87.75 A 10.2 90 160.8A 10.2 90 87.75 12.5 -203.9 -12.5 87.75 A 10.2 90 -160.8A 10.2 90 -87.75 -12.5
Bending Properties
203.9
206.
200
X X
Y
Y
103.
1
102.0
A 6.6368E3Ixx 52.547E6Iyy 17.672E6Ixy 0.0000Iuu 52.547E6Ivv 17.672E6Ir 70.219E6Ang 0.0000°Zxx(T) 509.67E3Zxx(B) 509.67E3Zyy(L) 173.34E3Zyy(R) 173.34E3Zuu 509.67E3Zvv 173.34E3Zplx 567.28E3Zply 263.31E3Yc 103.10Xc 101.95rx 88.980ry 51.602ru 88.980rv 51.602Xpl 101.95Ypl 103.10Perimeter 1.1945E3J 0.0000Zt 0.0000Cw 0.0000A-shear 0.0000Bx 0.0000Vr 842.15E-3#G 744.85E-3
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : mail@prokon.com
AL JABAR BARGE 30COLUMN SUPPORTING GIRDERAL JABARDPV PMM 20/01/2007
Torsional Properties
Y
X
Y SHEAR STRESSτmax = 675E-6 Shear Area = 1.529E3
Y
X
X SHEAR STRESSτmax = 234E-6
Y
X
PURE TORSION (Prandtl membrane)J = 323E3 Zt = 18.0E3
Y
X
Shear centreX = 102 Y = 103
WARPING TORSION (Warped shape)Cw = 164E9
Mono-symmetry constantßx = 0.00
GPMC/ENG/RP/1140/102(0)
DEMETHANISER VESSEL TRANSPORATION
6. BOLLARD PULL CALCULATIONS
Barge and cargo data
Length of barge at waterline (L) = 73.152 m
Beam (B) = 20.422 m
Depth (D) = 4.88 m
Tow Draft (T) = 2.2 m
Displacement (Disp) = 2692 MT
Wet Surface Area (S) = 1816 m^2
Windage area of cargo (Ac) = 100 m^2
Tow Speed (Vt) = 0 Knot
Hull friction coeff (Ca) = 0.0004
Appendage allowance = 5 %
Environment Condition
Sig. Wave height (Hs) = 3.5 m
Wind Speed (Vw) = 20 m/s
Current Speed (Vc) = 0.514 m/s
Seawater properties
Density (Rho) = 1.025 MT/m^3
Viscosity coeddicient (ν) = 1.19E-06 m^2/s
Calculation Sheet
A. Wind Resistance
Windage Area of barge and cargo (Aw) = Ac+(D-T)*B
= 155 m^2
Wind Area Coeff (Cw) = 0.062 Kg.Sec^2/m^4
Wind Resistance (Rwind) = g.Cw.Aw.(Vt+Vw)^2 Newtons
Wind Resistance (Rwind) = 3.8 MT
B. Wave Resistance
Hs = 3.5 m
Wave Drift Force (Rwave) = Hs^2.(B/L).(0.52L-13f1)f2
f1 = 1.0m, f2 = 1000N/m^3
Wave Drift Force (Rwave) = 85629.978 Newton
Wave Drift Force (Rwave) = 8.7 MT
C. Frictional Resistance
Effective Velocity (V) = Vt+Vc
= 0.514 m/s
Frictional coefficient (Cf) = 0.075/(log(VL/ν)-2)^2
= 0.00248
Frictional Resistance (Rfrict) = 0.8
Frictional Resistance (Rfrict) = 0.8 MT
Total Barge Resistance
Total Resistance = Rwind + (Rwave + Rr)(1+Ap/100)
= 13.8 MT
Total Resistance (Rtot) = 13.8 MT
Tug Selection
Tug Efficiency (η) = 0.75
Required Bollard Pull for tug = Rtot/η
Required Bollard Pull for tug (BP) = 18.4 MT
Based on DnV 96 : Rules for Planning and
Execution of Marine Operations
Based on DnV 96 : Rules for Planning and
Execution of Marine Operations
Bollard Pull Calculation
Recommended