Kennedy Mooring ReportAppx - Copy.pdf

MOORING ANALYSIS

T/S KENNEDY

As moored at Massachusetts Maritime Academy

Prepared for:

Marine Surveyor

U.S. Maritime Admin., Div. of Atlantic Operations 101 Academy Drive, Pier House

Buzzards Bay, MA 02532

Prepared by:

Marine Systems Corporation

July 13, 2009 ii

Table of Contents

References………………………………………………………………………………p. 1 Introduction……………………………………………………………………………..p. 1 Analysis…………………………………………………………………………………p. 1 Results ………………………………………………………………………………….p. 2 Conclusions……………………………………………………………………………..p. 4 Mooring Diagram……………………………………………………………………….p. 5

Appendix A Wind Velocity= 0 knots………………………………………………………..p. 1

Wind Velocity= 20 knots……………………………………………………....p. 5 Wind Velocity= 40 knots………………………………………………………p. 9 Wind Velocity= 60 knots……………………………………………………....p.13 Wind Velocity= 80 knots……………………………………………………....p.17 Wind Velocity= 100 knots…………………………………………..................p.21 Wind Velocity= 101 knots……………………………………………………..p.25 Wind Velocity= 102 knots……………………………………………………..p.29 Wind Velocity= 103 knots……………………………………………………..p.33 Wind Velocity= 104 knots……………………………………………………..p.37 Wind Velocity= 112 knots……………………………………………………..p.41 Wind Velocity= 125 knots……………………………………………………..p.45

References:

(a) Drawing No. G1, “General Plan and Sections”

(b) Drawing No. 540TV-001-801-04, “Capacity Plan, SS Enterprise”

(c) Untitled drawing, Plan View of T/S Kennedy topside

(d) Massachusetts Maritime Academy Marine Operations, Training Ship Enterprise http://www.maritime.edu/l2.cfm?page=2

(e) Super Comb 8-Braid, Gator Supply Company http://www.gatorsupply.com/supercombo8b.htm

(f) 8 Stand Super Combo Rope Elongation chart, as provided by Gator Supply Company

Introduction:

This report provides the results for the mooring analysis of the T/S Kennedy as moored at the State Pier at Massachusetts Maritime Academy. A mooring analysis was requested to determine the maximum wind speed the lines can withstand prior to failure at their break strength of 165,300 lbs.

NAVFAC’s web application FIXMOOR, developed by U.S. Cost, was used to perform the analysis.

Analysis:

Reference (a) and (c) were used to obtain the required geometric line information for input into FIXMOOR. Additionally, data about the ship’s characteristics, pier, berth, mooring lines, and fenders were entered into the program.

The following environmental condition variables were set within the program:

Wind direction (deg) = 90 (abeam) Current Speed (knots) = 0 Current Direction (deg) = 0 Berth Water Depth= 25 Tide Height (ft) = 7 ShipLoad= light

Notes on setting of variables:

http://www.maritime.edu/l2.cfm?page=2 http://www.gatorsupply.com/supercombo8b.htm

Wind direction: Wind direction was set at 90 degrees. A side study revealed that the wind direction at 90 degrees generally resulted in the overall greatest tensions of the subject lines.

Current Speed/Direction: Due to the ships location, it has been assumed that the current/current direction is near zero.

Berth Water Depth: While the dredge depth varies between 25 and 30, this variable was only shown to have an impact when current was considered, with the 25 ft depth being more susceptible to current effects. As current is not considered based on the ships location, berth water depth is not a driving variable, and was set to 25.

Tide height: Published tide heights in the area in which the T/S Kennedy is docked, the range of tide heights, low to high was found. A small margin was added onto this data, resulting in -2 ft and 7 ft tides. A side study revealed that the mooring lines are under greater tension at high tide.

Load: The FIXMOOR program can be run at light, 1/3 and full loads. A side study confirmed that the ship is most severely affected by wind speed at lower load.

The data reported in this analysis was run at lightship. While lightship is not a realistic load case, it was run as a conservative measure.

Results:

The FIXMOOR analysis output provides data on the percent breaking strength for each mooring line. MSCorp conservatively considers a result of 99.9 percent break strength to be failure of that line. Per that assumption, Line No. 12 fails at a wind speed of 112 knots with the wind direction at 90 degrees. Winds above this velocity results in Line No. 12 or additional lines failing. It is noted that Lines No. 5 through 12 are under greater tension than the remaining lines.

Due to FIXMOOR limitations, data for wind velocities of 105 knots and 111 knots can not be run. As data at 112 knots is a failing case, and no data is available for the said range, a 104 knot wind is considered the maximum wind velocity the lines can withstand prior to line failure. It is also noted wind speeds that result in line loads greater than 60% of that break strength of that line are not considered safe wind speeds for mooring. At 101 knots, 60% break strength is exceeded for the subject mooring lines.

Table 1 and Figure 1 below show the results of the FIXMOOR study, providing the percent breaking strength for the line under the greatest tension at wind velocities between 0 and 125 knots.

Output from the FIXMOOR program for wind velocities between 0 and 125 knots are provided in Appendix A.

Wind Vel

% Break Strength (of line with highest tension)

Line with Highest Tension

0 16.8 20 16.9 10 40 18.7 10 60 23.4 10 80 32.9 10

100 59.3 12 101 62.1 12 102 65.1 12 103 66.8 12 104 68.5 12 112 99.9 12 125 100 5,6

TABLE 1

0 20 40 60 80 100 120 140

Wind Velocity (knots) o f l in e br ea k st re ng th

FIGURE 1: Mooring Line Strength vs. Wind Velocity

Conclusions:

As 104 knots is not an unrealistic wind speed to be reached during a natural catastrophe, it could be prudent to re-assess the mooring line arrangement for the T/S Kennedy.

Figure 2: Existing Mooring Plan T/S Kennedy

Appendix A:

FIXMOOR Output

Mooring Analysis T/S Kennedy

0 90 0 0 25 7

Model Analysis Results Report

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

0 0

-0.2

-1.9

0.0 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 1.9 79,434 -90.0

Mooring Line Results

Line No. Line Tension (lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 10,430 11,051 6.7 67.7 19.3-43.9

12 14,719 16,491 10.0 47.0 26.8-82.3

9 24,545 27,794 16.8 59.5 28.0-12.4

10 22,353 26,858 16.2 47.5 33.7-131.6

15 0 0 0.0 104.0 0.0-98.0

16 0 0 0.0 104.0 0.0-98.0

13 642 659 0.4 104.0 13.0-98.0

14 191 196 0.1 104.0 13.0-98.0

3 4,398 4,583 2.8 128.2 16.3-59.5

4 4,243 4,422 2.7 128.2 16.3-59.5

1 4,667 4,863 2.9 128.2 16.3-59.5

2 4,526 4,717 2.9 128.2 16.3-59.5

7 17,392 18,980 11.5 83.3 23.6-161.9

8 13,720 14,465 8.8 103.6 18.5-172.5

5 5,667 6,037 3.7 103.7 20.2-90.1

6 7,086 7,555 4.6 98.4 20.3-68.5

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

7/12/2009Date:Mooring Plan Name: TSK

Mooring Point (Pier Deck) Results

Mooring Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -7,518 7,230 3,654 10,430

11 116 825 193 833

10 12,882 31,301 22,326 33,848

8 -23,977 5,251 13,040 24,545

3 -2,580 12,261 4,703 12,530

2 -9,063 15,361 5,226 17,835

5 13,602 1,790 4,582 13,720

4 16,527 5,416 7,599 17,392

Total Horizontal Load (lbs)

Z Component (lbs)

Deck Attachment Point Results

Bitt No. Y Component (lbs)

X Component (lbs)

3018 -174 -91 6

3019 19,819 -9,018 15,724

3016 -600 -263 -64

3017 11,984 -3,388 -24,847

3022 0 0 0

3023 2,877 -16,238 39

3020 0 0 0

3021 -10,886 -1,847 462

3002 4,423 -1,632 151

3003 -6,791 -3,310 47

3000 4,741 -1,083 -61

3001 6,033 -198 119

3006 4,229 -1,283 156

3007 -13,207 -5,900 12

3004 4,365 -1,387 174

3005 18,847 -934 2,034

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK

Mooring Plan Name:

20 90 0 0 25 7

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

-857 -857

28,089

28,089

-0.1

-1.6

0.0 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 1.6 67,724 -90.0

(lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 11,297 11,969 7.2 67.8 19.3-44.1

12 16,948 18,972 11.5 47.2 26.7-82.5

9 24,459 27,699 16.8 59.5 28.0-12.6

10 23,270 27,921 16.9 47.7 33.5-131.5

15 1,073 1,101 0.7 104.2 13.0-98.0

16 798 819 0.5 104.2 13.0-98.0

13 1,585 1,627 1.0 104.2 13.0-98.0

14 1,299 1,333 0.8 104.2 13.0-98.0

3 5,559 5,792 3.5 128.5 16.3-59.6

4 5,256 5,476 3.3 128.5 16.3-59.6

1 6,083 6,337 3.8 128.5 16.3-59.6

2 5,809 6,052 3.7 128.5 16.3-59.6

7 18,659 20,355 12.3 83.5 23.6-161.6

8 14,451 15,234 9.2 103.7 18.4-172.3

5 7,859 8,369 5.1 104.1 20.1-90.2

6 9,066 9,663 5.8 98.7 20.2-68.7

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -8,120 7,855 3,952 11,297

11 662 4,708 1,099 4,755

10 13,193 34,230 23,956 36,685

8 -23,871 5,329 12,999 24,459

3 -3,278 16,303 6,221 16,630

2 -11,502 19,578 6,638 22,707

5 14,322 1,931 4,821 14,451

4 17,708 5,878 8,134 18,659

Total Horizontal Load (lbs)

Z Component (lbs)

(lbs)

X Component (lbs)

3018 -1,179 -620 40

3019 20,603 -9,375 16,346

3016 -1,483 -650 -157

3017 11,943 -3,376 -24,762

3022 -715 -399 22

3023 3,310 -18,681 44

3020 -987 -488 33

3021 -11,790 -2,000 500

3002 5,675 -2,094 194

3003 -8,686 -4,233 60

3000 6,178 -1,411 -79

3001 8,363 -274 166

3006 5,237 -1,589 193

3007 -13,910 -6,214 13

3004 5,516 -1,753 220

3005 20,213 -1,002 2,182

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK

40 90 0 0 25 7

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

-3,428 -3,428

112,354

112,354

0.1

-0.8

0.1 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 0.8 33,404 -89.9

(lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 13,829 14,644 8.9 68.1 19.2-44.5

12 22,744 25,399 15.4 47.7 26.4-82.8

9 24,269 27,488 16.6 59.5 28.0-13.2

10 25,861 30,911 18.7 48.3 33.2-131.2

15 4,552 4,671 2.8 104.8 12.9-98.1

16 4,722 4,845 2.9 104.8 12.9-98.1

13 4,237 4,347 2.6 104.8 12.9-98.1

14 4,413 4,528 2.7 104.8 12.9-98.1

3 9,106 9,482 5.7 129.4 16.2-59.9

4 8,351 8,696 5.3 129.4 16.2-59.9

1 10,413 10,843 6.6 129.4 16.2-59.9

2 9,730 10,132 6.1 129.4 16.2-59.9

7 22,371 24,380 14.7 84.0 23.4-161.0

8 16,566 17,458 10.6 104.1 18.4-171.8

5 14,474 15,394 9.3 105.2 19.9-90.3

6 15,070 16,045 9.7 99.6 20.1-69.0

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -9,860 9,696 4,818 13,829

11 2,511 17,748 4,119 17,924

10 14,161 42,030 28,239 44,352

8 -23,623 5,560 12,908 24,269

3 -5,342 28,541 10,748 29,036

2 -18,868 32,523 10,917 37,600

5 16,396 2,370 5,509 16,566

4 21,150 7,290 9,692 22,371

Total Horizontal Load (lbs)

Z Component (lbs)

(lbs)

X Component (lbs)

3018 -4,007 -2,106 136

3019 22,809 -10,379 18,097

3016 -3,963 -1,738 -421

3017 11,852 -3,350 -24,574

3022 -4,230 -2,360 129

3023 4,431 -25,009 59

3020 -4,186 -2,068 142

3021 -14,425 -2,448 612

3002 9,500 -3,506 325

3003 -14,423 -7,029 99

3000 10,570 -2,414 -135

3001 15,383 -504 305

3006 8,316 -2,524 307

3007 -15,940 -7,121 15

3004 9,030 -2,870 361

3005 24,210 -1,200 2,613

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK

60 90 0 0 25 7

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

-7,714 -7,714

252,797

252,797

0.6

1.3

0.2 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 -1.2 0 -89.8

(lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 19,839 20,986 12.7 68.8 19.0-45.7

12 30,760 34,157 20.7 49.2 25.8-83.6

9 23,635 26,786 16.2 59.3 28.1-14.9

10 32,611 38,620 23.4 49.9 32.4-130.5

15 13,311 13,648 8.3 106.3 12.8-98.2

16 14,601 14,971 9.1 106.3 12.8-98.2

13 10,913 11,190 6.8 106.3 12.8-98.2

14 12,254 12,564 7.6 106.3 12.8-98.2

3 17,149 17,837 10.8 131.4 16.0-60.6

4 15,371 15,987 9.7 131.4 16.0-60.6

1 20,227 21,038 12.7 131.4 16.0-60.6

2 18,618 19,364 11.7 131.4 16.0-60.6

7 27,427 29,817 18.0 85.3 23.1-159.5

8 22,351 23,534 14.2 105.0 18.2-170.5

5 26,613 28,227 17.1 107.8 19.5-90.5

6 26,122 27,742 16.8 101.7 19.7-69.8

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -13,852 14,202 6,843 19,839

11 7,294 50,555 11,570 51,078

10 17,737 55,380 35,539 58,151

8 -22,842 6,072 12,604 23,635

3 -8,796 51,120 18,753 51,871

2 -34,997 62,195 20,407 71,365

5 22,047 3,678 7,367 22,351

4 25,694 9,596 11,696 27,427

Total Horizontal Load (lbs)

Z Component (lbs)

(lbs)

X Component (lbs)

3018 -11,117 -5,842 377

3019 28,498 -12,967 22,610

3016 -10,200 -4,473 -1,083

3017 11,550 -3,265 -23,946

3022 -13,069 -7,291 400

3023 5,959 -33,634 80

3020 -12,231 -6,041 414

3021 -20,672 -3,508 877

3002 18,157 -6,701 621

3003 -24,938 -12,154 172

3000 20,508 -4,684 -262

3001 28,206 -924 559

3006 15,288 -4,640 564

3007 -21,488 -9,599 20

3004 16,987 -5,398 679

3005 29,609 -1,467 3,196

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK

80 90 0 0 25 7

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

-13,714 -13,714

449,417

449,417

1.2

6.2

0.6 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 -5.9 0 -89.4

(lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 30,032 31,680 19.2 70.7 18.6-48.0

12 48,638 53,405 32.3 52.3 24.4-84.8

9 24,633 27,892 16.9 59.6 28.0-18.5

10 46,746 54,417 32.9 53.1 30.8-128.7

15 28,132 28,803 17.4 109.5 12.4-98.3

16 29,975 30,690 18.6 109.5 12.4-98.3

13 24,704 25,294 15.3 109.5 12.4-98.3

14 26,621 27,256 16.5 109.5 12.4-98.3

3 31,830 33,006 20.0 136.9 15.3-62.2

4 29,509 30,599 18.5 136.9 15.3-62.2

1 35,861 37,186 22.5 136.9 15.3-62.2

2 33,754 35,001 21.2 136.9 15.3-62.2

7 38,690 41,838 25.3 88.4 22.4-155.8

8 29,151 30,639 18.5 106.9 17.9-167.4

5 45,930 48,411 29.3 114.4 18.4-90.8

6 44,405 46,880 28.4 107.5 18.7-71.3

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -20,099 22,315 10,084 30,032

11 15,805 108,284 24,055 109,431

10 24,803 84,937 49,915 88,484

8 -23,362 7,813 13,082 24,633

3 -13,581 87,986 30,330 89,028

2 -61,022 115,868 35,926 130,955

5 28,447 6,364 9,432 29,151

4 35,294 15,851 15,920 38,690

Total Horizontal Load (lbs)

Z Component (lbs)

(lbs)

X Component (lbs)

3018 -24,117 -12,674 817

3019 40,154 -18,272 31,859

3016 -23,056 -10,110 -2,449

3017 12,027 -3,400 -24,935

3022 -26,792 -14,946 819

3023 9,317 -52,586 125

3020 -25,813 -12,750 873

3021 -31,206 -5,295 1,324

3002 32,820 -12,113 1,122

3003 -42,141 -20,537 291

3000 36,249 -8,280 -464

3001 48,376 -1,584 958

3006 29,262 -8,881 1,079

3007 -27,974 -12,496 26

3004 31,433 -9,989 1,256

3005 41,546 -2,059 4,484

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK

100 90 0 0 25 7

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

-21,428 -21,428

702,214

702,214

1.4

12.3

1.0 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 -11.8 0 -89.0

(lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 43,477 45,671 27.6 73.8 17.8-50.4

12 90,479 98,098 59.3 56.6 22.7-85.5

9 29,865 33,658 20.4 60.8 27.5-22.9

10 73,046 83,548 50.5 57.0 29.0-126.1

15 40,510 41,407 25.0 113.8 11.9-98.1

16 43,559 44,523 26.9 113.8 11.9-98.1

13 34,156 34,913 21.1 113.8 11.9-98.1

14 37,716 38,551 23.3 113.8 11.9-98.1

3 45,380 46,902 28.4 143.9 14.6-63.7

4 41,708 43,107 26.1 143.9 14.6-63.7

1 52,804 54,574 33.0 143.9 14.6-63.7

2 48,529 50,157 30.3 143.9 14.6-63.7

7 51,878 55,785 33.7 92.0 21.6-151.6

8 36,041 37,810 22.9 109.1 17.6-163.7

5 78,677 82,414 49.9 122.2 17.3-90.9

6 74,421 78,083 47.2 114.6 17.6-72.6

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -27,691 33,518 13,986 43,477

11 21,976 154,385 32,998 155,941

10 35,947 149,244 78,458 153,512

8 -27,518 11,605 15,524 29,865

3 -21,012 149,703 48,168 151,170

2 -83,359 168,979 49,205 188,421

5 34,595 10,104 11,430 36,041

4 45,633 24,677 20,510 51,878

Total Horizontal Load (lbs)

Z Component (lbs)

(lbs)

X Component (lbs)

3018 -34,110 -17,926 1,155

3019 61,650 -28,053 48,914

3016 -31,823 -13,955 -3,380

3017 14,513 -4,102 -30,090

3022 -38,869 -21,683 1,189

3023 17,114 -96,594 230

3020 -37,108 -18,329 1,255

3021 -44,988 -7,634 1,908

3002 47,030 -17,358 1,607

3003 -70,189 -34,207 484

3000 53,200 -12,152 -680

3001 82,354 -2,697 1,631

3006 41,223 -12,511 1,521

3007 -34,522 -15,421 32

3004 44,667 -14,195 1,785

3005 55,396 -2,745 5,979

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK

101 90 0 0 25 7

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

-21,859 -21,859

716,329

716,329

1.4

12.5

1.0 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 -12.1 0 -89.0

(lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 43,848 46,056 27.9 73.9 17.8-50.5

12 94,658 102,595 62.1 56.8 22.7-85.5

9 30,031 33,841 20.5 60.9 27.5-23.0

10 74,277 84,910 51.4 57.1 29.0-126.0

15 40,842 41,744 25.3 113.9 11.9-98.1

16 43,933 44,903 27.2 113.9 11.9-98.1

13 34,441 35,202 21.3 113.9 11.9-98.1

14 38,049 38,890 23.5 113.9 11.9-98.1

3 45,928 47,462 28.7 144.2 14.6-63.8

4 42,188 43,597 26.4 144.2 14.6-63.8

1 53,661 55,453 33.5 144.2 14.6-63.8

2 49,307 50,954 30.8 144.2 14.6-63.8

7 52,576 56,522 34.2 92.2 21.5-151.4

8 36,368 38,150 23.1 109.2 17.6-163.6

5 80,741 84,556 51.2 122.5 17.3-90.9

6 76,424 80,165 48.5 114.9 17.6-72.7

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -27,883 33,841 14,088 43,848

11 22,152 155,696 33,241 157,264

10 36,315 154,463 80,707 158,675

8 -27,642 11,739 15,600 30,031

3 -21,506 153,700 49,316 155,197

2 -84,352 171,457 49,797 191,084

5 34,883 10,287 11,523 36,368

4 46,173 25,147 20,749 52,576

Total Horizontal Load (lbs)

Z Component (lbs)

(lbs)

X Component (lbs)

3018 -34,410 -18,083 1,166

3019 62,655 -28,510 49,711

3016 -32,087 -14,071 -3,408

3017 14,592 -4,125 -30,254

3022 -39,200 -21,868 1,199

3023 17,898 -101,021 240

3020 -37,411 -18,478 1,265

3021 -45,367 -7,698 1,924

3002 47,778 -17,633 1,633

3003 -72,061 -35,120 497

3000 54,057 -12,347 -691

3001 84,494 -2,767 1,673

3006 41,692 -12,654 1,538

3007 -34,833 -15,560 32

3004 45,200 -14,364 1,806

3005 56,128 -2,782 6,058

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK

102 90 0 0 25 7

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

-22,294 -22,294

730,584

730,584

1.4

12.7

1.0 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 -12.3 0 -89.0

(lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 44,144 46,362 28.0 73.9 17.8-50.6

12 99,326 107,623 65.1 56.9 22.6-85.6

9 30,153 33,975 20.6 60.9 27.4-23.1

10 75,382 86,131 52.1 57.2 28.9-125.9

15 41,117 42,024 25.4 114.0 11.9-98.1

16 44,243 45,219 27.4 114.0 11.9-98.1

13 34,677 35,442 21.4 114.0 11.9-98.1

14 38,326 39,171 23.7 114.0 11.9-98.1

3 46,481 48,027 29.1 144.5 14.6-63.9

4 42,672 44,091 26.7 144.5 14.6-63.9

1 54,526 56,340 34.1 144.5 14.6-63.9

2 50,092 51,759 31.3 144.5 14.6-63.9

7 53,293 57,279 34.7 92.4 21.5-151.3

8 36,709 38,505 23.3 109.3 17.6-163.4

5 82,828 86,721 52.5 122.9 17.2-90.9

6 78,433 82,254 49.8 115.2 17.5-72.8

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -28,031 34,102 14,169 44,144

11 22,305 156,785 33,442 158,363

10 36,592 160,057 83,104 164,187

8 -27,728 11,849 15,656 30,153

3 -21,995 157,728 50,466 159,254

2 -85,348 173,962 50,392 193,771

5 35,183 10,474 11,620 36,709

4 46,727 25,628 20,993 53,293

Total Horizontal Load (lbs)

Z Component (lbs)

(lbs)

X Component (lbs)

3018 -34,659 -18,214 1,174

3019 63,556 -28,920 50,426

3016 -32,306 -14,167 -3,431

3017 14,650 -4,141 -30,374

3022 -39,476 -22,022 1,207

3023 18,775 -105,972 252

3020 -37,662 -18,602 1,274

3021 -45,669 -7,749 1,937

3002 48,532 -17,912 1,659

3003 -73,939 -36,034 510

3000 54,921 -12,545 -703

3001 86,657 -2,838 1,716

3006 42,164 -12,797 1,555

3007 -35,156 -15,705 33

3004 45,738 -14,535 1,827

3005 56,880 -2,819 6,139

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK

103 90 0 0 25 7

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

-22,733 -22,733

744,979

744,979

1.4

13.0

1.0 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 -12.5 0 -89.0

(lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 44,817 47,059 28.5 74.1 17.8-50.7

12 101,941 110,394 66.8 57.1 22.6-85.6

9 30,503 34,360 20.8 61.0 27.4-23.3

10 77,140 88,073 53.3 57.4 28.9-125.8

15 41,672 42,588 25.8 114.2 11.9-98.1

16 44,868 45,854 27.7 114.2 11.9-98.1

13 35,152 35,925 21.7 114.2 11.9-98.1

14 38,883 39,737 24.0 114.2 11.9-98.1

3 47,038 48,596 29.4 144.8 14.5-63.9

4 43,160 44,589 27.0 144.8 14.5-63.9

1 55,399 57,234 34.6 144.8 14.5-63.9

2 50,885 52,570 31.8 144.8 14.5-63.9

7 53,934 57,954 35.1 92.5 21.5-151.1

8 37,014 38,821 23.5 109.4 17.5-163.3

5 84,908 88,878 53.8 123.2 17.2-90.9

6 80,520 84,421 51.1 115.5 17.5-72.8

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -28,392 34,676 14,353 44,817

11 22,574 158,980 33,846 160,575

10 37,320 164,192 84,865 168,380

8 -28,007 12,085 15,816 30,503

3 -22,520 161,822 51,630 163,381

2 -86,363 176,484 50,990 196,482

5 35,446 10,659 11,706 37,014

4 47,208 26,082 21,209 53,934

Total Horizontal Load (lbs)

Z Component (lbs)

(lbs)

X Component (lbs)

3018 -35,160 -18,478 1,191

3019 64,989 -29,572 51,563

3016 -32,746 -14,360 -3,478

3017 14,815 -4,188 -30,717

3022 -40,030 -22,331 1,224

3023 19,259 -108,701 259

3020 -38,166 -18,851 1,291

3021 -46,355 -7,865 1,966

3002 49,293 -18,193 1,685

3003 -75,887 -36,984 523

3000 55,793 -12,744 -714

3001 88,813 -2,909 1,759

3006 42,641 -12,942 1,573

3007 -35,445 -15,834 33

3004 46,280 -14,708 1,849

3005 57,550 -2,852 6,211

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK

104 90 0 0 25 7

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

-23,177 -23,177

759,515

759,515

1.4

13.3

1.0 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 -12.8 0 -89.0

(lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 45,483 47,749 28.9 74.3 17.7-50.8

12 104,571 113,179 68.5 57.3 22.5-85.6

9 30,842 34,731 21.0 61.1 27.4-23.5

10 78,944 90,063 54.5 57.6 28.8-125.7

15 42,232 43,157 26.1 114.5 11.9-98.1

16 45,499 46,495 28.1 114.5 11.9-98.1

13 35,632 36,412 22.0 114.5 11.9-98.1

14 39,446 40,309 24.4 114.5 11.9-98.1

3 47,606 49,176 29.7 145.1 14.5-64.0

4 43,656 45,096 27.3 145.1 14.5-64.0

1 56,204 58,058 35.1 145.1 14.5-64.0

2 51,690 53,396 32.3 145.1 14.5-64.0

7 54,442 58,486 35.4 92.7 21.4-150.9

8 37,343 39,163 23.7 109.5 17.5-163.1

5 87,092 91,141 55.1 123.5 17.1-90.9

6 82,646 86,629 52.4 115.8 17.4-72.9

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -28,745 35,248 14,534 45,483

11 22,852 161,197 34,252 162,809

10 38,081 168,381 86,641 172,633

8 -28,274 12,321 15,969 30,842

3 -23,044 166,058 52,829 167,650

2 -87,349 178,979 51,574 199,157

5 35,731 10,854 11,799 37,343

4 47,571 26,477 21,370 54,442

Total Horizontal Load (lbs)

Z Component (lbs)

(lbs)

X Component (lbs)

3018 -35,666 -18,743 1,208

3019 66,457 -30,240 52,728

3016 -33,190 -14,555 -3,525

3017 14,975 -4,233 -31,049

3022 -40,589 -22,643 1,241

3023 19,744 -111,443 265

3020 -38,676 -19,103 1,308

3021 -47,035 -7,981 1,995

3002 50,067 -18,478 1,711

3003 -77,872 -37,951 537

3000 56,596 -12,927 -724

3001 91,075 -2,983 1,803

3006 43,126 -13,089 1,591

3007 -35,757 -15,973 33

3004 46,832 -14,883 1,871

3005 58,078 -2,878 6,268

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK

112 90 0 0 25 7

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

-26,879 -26,879

880,858

880,858

1.6

14.6

1.2 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 -14.1 0 -88.8

(lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 46,238 48,530 29.4 74.4 17.7-51.2

12 152,806 165,208 99.9 57.7 22.3-85.9

9 30,807 34,693 21.0 61.1 27.4-24.2

10 86,533 98,474 59.6 58.2 28.5-125.6

15 43,310 44,251 26.8 114.9 11.8-98.1

16 46,713 47,728 28.9 114.9 11.8-98.1

13 36,556 37,351 22.6 114.9 11.8-98.1

14 40,520 41,400 25.0 114.9 11.8-98.1

3 52,129 53,804 32.5 147.0 14.3-64.4

4 46,810 48,314 29.2 147.0 14.3-64.4

1 60,180 62,114 37.6 147.0 14.3-64.4

2 56,584 58,401 35.3 147.0 14.3-64.4

7 58,160 62,371 37.7 93.9 21.2-149.8

8 39,933 41,850 25.3 110.3 17.4-162.2

5 108,816 113,701 68.8 125.8 16.9-90.9

6 103,586 108,418 65.6 117.8 17.2-73.3

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -28,997 36,016 14,738 46,238

11 23,651 165,416 35,028 167,099

10 39,434 222,783 109,805 226,246

8 -28,096 12,636 15,954 30,807

3 -28,065 208,001 64,977 209,886

2 -93,113 194,571 55,113 215,703

5 38,016 12,221 12,522 39,933

4 50,290 29,215 22,530 58,160

Total Horizontal Load (lbs)

Z Component (lbs)

(lbs)

X Component (lbs)

3018 -36,631 -19,251 1,241

3019 72,664 -33,064 57,652

3016 -34,046 -14,930 -3,616

3017 14,959 -4,228 -31,015

3022 -41,666 -23,244 1,274

3023 28,821 -162,674 387

3020 -39,657 -19,588 1,341

3021 -47,804 -8,111 2,028

3002 54,761 -20,211 1,872

3003 -97,458 -47,497 672

3000 60,549 -13,830 -775

3001 113,618 -3,721 2,250

3006 46,203 -14,023 1,704

3007 -38,211 -17,069 35

3004 51,240 -16,284 2,047

3005 61,936 -3,070 6,685

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK

125 90 0 0 25 7

Mooring Plan Name: Date: 7/12/2009TSK

Environmental Conditions

Wind Speed (knots)

Wind Direction (deg)

Current Speed (knots)

Environmental Force and Analysis Solution Equilibrium Results

Current Direction (deg)

Berth Water Depth (ft MLLW)

Tide Height (ft)

Applied Environment

Applied Wind

Applied Current

Equilibrium Error

Ship Displacement

-33,481 -33,481

1,097,210

1,097,210

-8

0.9

16.8

0.9 ft ft deg

Surge (lbs)

Sway (lbs)

Yaw (ft-lbs)

Fender Results

Fender No. Deflection or Set-Off (ft)

Horizontal Reaction (lbs)

Reaction Angle (deg)

2 -16.4 0 -89.1

(lbs)

Horizontal Reaction (lbs)

Percent Breaking Strength

11 61,026 63,801 38.6 77.8 17.0-52.4

12 152,806 163,810 99.1 61.4 21.1-85.4

9 39,652 44,327 26.8 63.3 26.6-26.6

10 145,835 164,516 99.5 60.6 27.6-123.0

15 53,809 54,910 33.2 118.5 11.5-97.5

16 58,812 60,015 36.3 118.5 11.5-97.5

13 44,114 45,016 27.2 118.5 11.5-97.5

14 48,966 49,968 30.2 118.5 11.5-97.5

3 54,396 56,122 34.0 148.0 14.2-64.3

4 48,434 49,970 30.2 148.0 14.2-64.3

1 62,123 64,093 38.8 148.0 14.2-64.3

2 58,347 60,198 36.4 148.0 14.2-64.3

7 57,683 61,874 37.4 93.8 21.2-149.1

8 38,701 40,572 24.5 109.9 17.5-161.4

5 158,231 165,249 100.0 126.6 16.8-90.6

6 158,054 165,285 100.0 118.9 17.0-73.0

Horizontal Line Angle (deg)

Horizontal Distance (ft)

Vertical Line Angle (deg)

Point No.

Y Component (lbs)

X Component (lbs)

10 0 0 0 0

9 -37,249 48,339 18,612 61,026

11 26,981 203,925 41,815 205,702

10 67,241 274,567 135,169 282,681

8 -35,449 17,767 19,814 39,652

3 -44,409 309,408 96,000 312,579

2 -96,772 201,242 56,684 223,301

5 36,685 12,328 12,180 38,701

4 49,489 29,634 22,383 57,683

Total Horizontal Load (lbs)

Z Component (lbs)

(lbs)

X Component (lbs)

3018 -44,212 -23,235 1,498

3019 121,397 -55,239 96,317

3016 -41,033 -17,994 -4,358

3017 19,113 -5,403 -39,628

3022 -52,393 -29,227 1,602

3023 28,577 -161,298 384

3020 -49,209 -24,305 1,664

3021 -62,847 -10,664 2,666

3002 56,445 -20,832 1,929

3003 -148,577 -72,410 1,025

3000 62,479 -14,271 -799

3001 165,128 -5,408 3,270

3006 47,787 -14,503 1,763

3007 -37,044 -16,548 34

3004 53,447 -16,985 2,136

3005 61,442 -3,045 6,631

Z Component (lbs)

Mooring Plan Name: Date: 7/12/2009TSK