888-B150-01r2 Damage Stability.pdf
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- CELRE Three Deck Barges Federal contract opportunity
- Solicitation number
- W912BU-24-B-0019
About this file
This document contains damage stability calculations for three 150-ft deck cargo barges designated 888, 889, and 890 to be procured by the U.S. Army Corps of Engineers (USACE) Detroit District. The calculations demonstrate compliance with USACE's single compartment damage stability and deck edge submergence requirements. The calculations show that the most critical damage scenarios are to Voids 3, 5, and 6 in the fully loaded condition, with the least freeboard occurring in the Void 3 and Void 6 cases. The document also includes an Invitation for Bid (IFB) for the procurement of the three deck barges, which specifies the principal dimensions and requirements for fabrication, delivery, and acceptance of the barges. The solicitation number is W912BU-24-B-0019, with an anticipated award by the USACE Philadelphia District. Requests for Information should be submitted by June 21, 2024.
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REV ZONE DRAWN CHKD
0 ‐ WRH HCB
1 ‐ WRH ‐‐‐
GENERAL NOTES
RESERVATIONS
NO.
SIZE REV
A 2
DATE: SCALE: SHEET 1 OF 85
31JUL23
NTS
DATE: TSGI PROJ #:
Damage Stability Calculations10FEB23 0430‐001
MARINE DESIGN CENTER
REFERENCES
THE SHEARER GROUP, INC.
3118 HARRISBURG BLVD, SUITE 100
HOUSTON, TX 77003
TEL: (281) 532‐2080 ~ FAX (281) 326‐1615
www.shearer‐group.com
CELRE DECK BARGES
APP'D BY: PROJECT NO. DWG. NO.
3383 888‐B150‐01
DRAWN BY: CHECKED BY: 150'‐0" X 38'‐0" X 10'‐0"
WRH HCB
1. Damage stability calculations are not required by ABS or USCG. Calculations are intended to demonstrate compliance with USACE's modified single compartment damage and deck edge submergence restriction.
2. Positive RA voluntarily applied in addition.
Weight Estimate 883‐B115‐01 1
DESCRIPTION DWG NO. REV.
REVISION HISTORY
DESCRIPTION DATE
1. INITIAL RELEASE 10FEB23
1. CALCULATIONS UPDATED PER MDC COMMENT.
LETTER DATED 5APR23.
26APR23
1. CALCULATIONS REVISED BASED ON UPDATED
HYDROSTATICS AND WEIGHT ESTIMATE.
2 ‐ WRH JSS
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PROJECT: 3383 Rev: 2 By: WRH
CALC: Date: 31JUL23 Checked: JSS
VESSEL NAME/ID: Deck Barge 888, 889 and 890
OWNER NAME: Detroit District, U.S. Army Corps of Engineers
Vessel Characteristics:
Deck Cargo Barge
Length: 150.00 ft
Breadth: 38.00 ft
Depth: 10.00 ft
Lightship: 408.18 LT*
LCG: 74.46 ft aft HL
TCG: 0 ft (+ stbd)
VCG: 6.54 ft ABL
* ‐ Lightship based on estimate as shown in Ref. 1
Summary:
Assumptions:
1. Void tank permeabilities set to 98.5%.
Criteria:
Design calculations must show that a barge can survive damage at any location except on a transverse bulkhead.
Survivability Standard:
1. In no case may any part of deck edge be underwater in the final condition of equilibrium.
2. Positive GM at equilibrium.
10.00 ft
Load Case 1 ‐ Lightship Condition
GM (ft) STATUS
37.15 PASS
36.10 PASS
34.24 PASS
33.83 PASS
31.65 PASS
33.29 PASS
35.16 PASS
35.60 PASS
36.07 PASS
888‐B150‐01
Damage Stability Calculations: Calculated Cargo Limits
6.01
6.57
Void 5
Void 6
Compartment Flooded
Void 1
Void 2
Void 3
Void 4
Least Freeboard*
6.11
6.83
6.87
Maximum allowable draft for any one compartment flooded:
5.25
5.07
5.68
2. Bilge knuckle radius modeled in GHS hull displacer part and in each individual tank, providing a more accurate result.
The enclosed calculations demonstrate compliance with the US Army Corp of Engineers' single compartment damage stability standard. Load Case 1 is the unladen light ship condition. Load Case 2 is the maximum achieved draft of 7' ‐ 3" that does not violate the single compartment standard. LCG of the deck cargo was manually set to provide level trim in the fully laden condition.
Appendix A is the GHS output showing the intact conditions for each Load Case, then showing sequential resultant general hydrostatics for each of the 9 damage scenarios.
Based on the current estimated lightship and subdivision arrangements, damage to Voids 3 or 6 in the fully laden condition, while survivable, is the most critical case from a freeboard perspective, while damage to Void 5 is the most critical from a GM perspective.
Void 7
Void 8
Void 9
6.74
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Damage Stability Calculations: Calculated Cargo Limits
Load Case 2 ‐ Full Deck Cargo Load, 7'‐3" Draft
GM (ft) STATUS
6.33 PASS
6.78 PASS
6.23 PASS
6.16 PASS
5.56 PASS
5.88 PASS
6.37 PASS
6.47 PASS
6.59 PASS
* ‐ See GHS output for full draft and freeboard summary
Compartment Flooded Least Freeboard*
Void 5 0.74
Void 3 0.02
Void 4 1.01
Void 1 1.16
Void 2 0.49
Void 9 0.16
Void 6 0.02
Void 7 0.35
Void 8 0.16
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Damage Stability Calculations: Appendix A ‐ GHS Damage
Appendix A ‐ GHS Damage Stability Analysis
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GHS 17.50 CELRE DECK BARGE
CASE 1
Lightship
HYDROSTATIC PROPERTIES
Trim: Fwd 1.51/150.00, No Heel, VCG = 6.54
LCF Displacement Buoyancy-Ctr. Weight/ Moment/
Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT
2.791 408.19 74.41a 1.44 12.54 78.94a 139.60 615.6 39.26
Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.
Trim is per 150.00Ft
Draft is from Baseline.
WEIGHT and DISPLACEMENT STATUS
Baseline draft: 3.583 @ 0.00, 2.078 @ 150.00a
Trim: Fwd 1.51/150.00, Heel: zero
Part------------------------------Weight(LT)----LCG-----TCG-----VCG-------FSM
WEIGHT 408.18 74.46a 0.00 6.54
Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG
Total Tanks---------> 0.00 0.0
Displ(LT)----LCB-----TCB-----VCB------RefHt
HULL 1.000 408.19 74.41a 0.00 1.44 -3.58
Righting Arms: 0.00 0.00
Distances in FEET.-------------------------------------------Moments in Ft-LT.
CRITICAL POINT and FREEBOARD STATUS
Baseline draft: 3.583 @ 0.00, 2.078 @ 150.00a
Trim: Fwd 1.51/150.00, Heel: zero
Critical Points----------------------LCP-----TCP-----VCP-----Height
(1) DECK EDGE FWD TIGHT 0.00 19.00s 11.00 7.42
(1) DECK EDGE FWD TIGHT 0.00 19.00p 11.00 7.42
(2) DECK EDGE AFT TIGHT 150.00a 19.00s 10.00 7.92
(2) DECK EDGE AFT TIGHT 150.00a 19.00p 10.00 7.92
Distances in FEET.----------------------------------------------------
Least freeboard is 6.56 Ft located at 14.67a
RIGHTING ARMS vs HEEL ANGLE
LCG = 74.46a TCG = 0.00 VCG = 6.54
Origin Degrees of Displacement Righting Arms Flood Pt
Depth---Trim----Heel----Weight(LT)---in Trim--in Heel--Height
3.583 0.58f 0.00 408.18 0.00 0.000 7.42(1)
3.571 0.57f 2.00s 408.18 0.00 1.381 6.76(1)
3.547 0.56f 4.00s 408.17 0.00 2.761 6.10(1)
3.521 0.55f 6.00s 408.18 0.00 4.132 5.43(1)
3.490 0.54f 8.00s 408.18 0.00 5.474 4.76(1)
3.458 0.57f 10.00s 408.18 0.00 6.630 4.08(1)
3.381 0.60f 12.00s 408.17 0.00 7.492 3.43(1)
3.243 0.62f 14.00s 408.18 0.00 8.120 2.83(1)
3.055 0.64f 16.00s 408.18 0.00 8.587 2.28(1)
2.825 0.65f 18.00s 408.18 0.00 8.937 1.77(1)
2.561 0.66f 20.00s 408.18 0.00 9.196 1.28(1)
2.266 0.67f 22.00s 408.18 0.00 9.384 0.82(1)
1.948 0.67f 24.00s 408.23 0.00 9.512 0.37(1)
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GHS 17.50 CELRE DECK BARGE ONE COMPARTMENT DAMAGE
1.665 0.68f 25.72s 408.20 0.00 9.575 0.00(1)
1.619 0.68f 26.00s 408.18 0.00 9.581 -0.06(1)
1.406 0.69f 27.30s 408.19 0.00 9.594 -0.34(1)
1.292 0.70f 28.00s 408.18 0.00 9.590 -0.50(1)
0.970 0.73f 30.00s 408.18 0.00 9.542 -0.94(1)
0.647 0.75f 32.00s 408.18 0.00 9.443 -1.39(1)
0.324 0.78f 34.00s 408.18 0.00 9.301 -1.83(1)
0.001 0.81f 36.00s 408.18 0.00 9.121 -2.27(1)
-0.323 0.83f 38.00s 408.18 0.00 8.909 -2.71(1)
-0.646 0.85f 40.00s 408.18 0.00 8.670 -3.14(1)
-0.968 0.88f 42.00s 408.18 0.00 8.406 -3.57(1)
-1.289 0.90f 44.00s 408.18 0.00 8.121 -4.00(1)
-1.609 0.92f 46.00s 408.18 0.00 7.817 -4.42(1)
-1.926 0.94f 48.00s 408.18 0.00 7.495 -4.83(1)
-2.241 0.96f 50.00s 408.18 0.00 7.158 -5.24(1)
-2.554 0.98f 52.00s 408.18 0.00 6.806 -5.65(1)
-2.863 0.99f 54.00s 408.18 0.00 6.441 -6.04(1)
-3.169 1.01f 56.00s 408.18 0.00 6.063 -6.43(1)
-3.471 1.02f 58.00s 408.18 0.00 5.675 -6.81(1)
-3.769 1.04f 60.00s 408.18 0.00 5.277 -7.18(1)
Distances in FEET.---Specific Gravity = 1.000.-------------------
Critical Point-----------------------LCP-----TCP-----VCP
(1) DECK EDGE FWD TIGHT 0.00 19.00 11.00
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0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Degrees of Heel --> Starboard
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
F T
GM = 39.26
Righting Arm
-6
-4
-2
F T
0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Tight Pt. Height
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Condition Graphic - Draft: 3.58 @ 0.00 , 2.08 @ 150.00a Heel: zero
2 3 4 5 6 7 8 9 1
Plan View
23 4 5 6 7 8 9
Profile View
Body @ 150.00a
Tanks
1 COMP1.C...0% unknown Intact
2 COMP2.C...0% unknown Intact
3 COMP3.C...0% unknown Intact
4 COMP4.C...0% unknown Intact
5 COMP5.C...0% unknown Intact
6 COMP6.C...0% unknown Intact
7 COMP7.C...0% unknown Intact
8 COMP8.C...0% unknown Intact
9 COMP9.C...0% unknown Intact
Critical Points
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CASE 1
Lightship
HYDROSTATIC PROPERTIES with FLOODING
Trim: Fwd 2.27/150.00, No Heel, VCG = 6.54
LCF Displacement Buoyancy-Ctr. Weight/ Moment/
Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT
2.866 408.19 74.38a 1.50 11.93 82.44a 119.89 528.7 37.15
Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.
Trim is per 150.00Ft
Draft is from Baseline.
WEIGHT and DISPLACEMENT STATUS
Baseline draft: 4.116 @ 0.00, 1.842 @ 150.00a
Trim: Fwd 2.27/150.00, Heel: zero
Part------------------------------Weight(LT)----LCG-----TCG-----VCG-------FSM
WEIGHT 408.18 74.46a 0.00 6.54
Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG
Total Tanks---------> 0.00 0.0
Displ(LT)----LCB-----TCB-----VCB------RefHt
HULL 1.000 427.71 71.55a 0.00 1.54 -4.12
COMP1.C Flooded 1.000 -19.52 12.24a 0.00 2.40 -4.12
Total Displacement--> 1.000 408.19 74.38a 0.00 1.50
Righting Arms: 0.00 0.00
Distances in FEET.-------------------------------------------Moments in Ft-LT.
CRITICAL POINT and FREEBOARD STATUS
Baseline draft: 4.116 @ 0.00, 1.842 @ 150.00a
Trim: Fwd 2.27/150.00, Heel: zero
Critical Points----------------------LCP-----TCP-----VCP-----Height
(1) DECK EDGE FWD TIGHT 0.00 19.00s 11.00 6.88
(1) DECK EDGE FWD TIGHT 0.00 19.00p 11.00 6.88
(2) DECK EDGE AFT TIGHT 150.00a 19.00s 10.00 8.16
(2) DECK EDGE AFT TIGHT 150.00a 19.00p 10.00 8.16
Distances in FEET.----------------------------------------------------
Least freeboard is 6.11 Ft located at 14.67a
RIGHTING ARMS vs HEEL ANGLE with FLOODING
LCG = 74.46a TCG = 0.00 VCG = 6.54
Origin Degrees of Displacement Righting Arms Flood Pt
Depth---Trim----Heel----Weight(LT)---in Trim--in Heel--Height
4.116 0.87f 0.00 408.18 0.00 0.000 6.88(1)
4.113 0.87f 2.00s 408.18 0.00 1.297 6.22(1)
4.106 0.87f 4.00s 408.18 0.00 2.598 5.54(1)
4.095 0.87f 6.00s 408.18 0.00 3.899 4.86(1)
4.096 0.88f 8.00s 408.18 0.00 5.146 4.15(1)
4.117 0.94f 10.00s 408.11 0.00 6.229 3.42(1)
4.123 1.02f 12.00s 408.06 0.00 7.091 2.68(1)
4.078 1.09f 14.00s 408.08 0.00 7.736 2.00(1)
3.982 1.16f 16.00s 408.11 0.00 8.218 1.35(1)
3.839 1.23f 18.00s 408.13 0.00 8.582 0.75(1)
3.662 1.29f 20.00s 408.14 0.00 8.854 0.18(1)
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3.601 1.30f 20.63s 408.16 0.00 8.921 -0.00(1)
3.465 1.35f 22.00s 408.16 0.00 9.042 -0.38(1)
3.263 1.42f 24.00s 408.18 0.00 9.153 -0.94(1)
3.062 1.50f 26.00s 408.18 0.00 9.197 -1.50(1)
3.015 1.52f 26.46s 408.18 0.00 9.198 -1.63(1)
2.863 1.59f 28.00s 408.15 0.00 9.182 -2.07(1)
2.669 1.68f 30.00s 408.18 0.00 9.115 -2.64(1)
2.477 1.78f 32.00s 408.18 0.00 9.004 -3.22(1)
2.285 1.88f 34.00s 408.18 0.00 8.855 -3.79(1)
2.094 1.98f 36.00s 408.18 0.00 8.672 -4.36(1)
1.901 2.07f 38.00s 408.18 0.00 8.460 -4.93(1)
1.706 2.17f 40.00s 408.18 0.00 8.222 -5.49(1)
1.510 2.27f 42.00s 408.18 0.00 7.962 -6.05(1)
1.313 2.36f 44.00s 408.18 0.00 7.681 -6.59(1)
1.116 2.45f 46.00s 408.18 0.00 7.382 -7.14(1)
0.917 2.54f 48.00s 408.18 0.00 7.067 -7.67(1)
0.718 2.62f 50.00s 408.18 0.00 6.737 -8.19(1)
0.518 2.70f 52.00s 408.18 0.00 6.393 -8.71(1)
0.318 2.78f 54.00s 408.18 0.00 6.038 -9.21(1)
0.118 2.86f 56.00s 408.18 0.00 5.671 -9.71(1)
-0.082 2.93f 58.00s 408.18 0.00 5.294 -10.19(1)
-0.282 3.00f 60.00s 408.18 0.00 4.908 -10.66(1)
Distances in FEET.---Specific Gravity = 1.000.-------------------
Critical Point-----------------------LCP-----TCP-----VCP
(1) DECK EDGE FWD TIGHT 0.00 19.00 11.00
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0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Degrees of Heel --> Starboard
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
F T
GM = 37.15
Righting Arm
-10
-8
-6
-4
-2
F T
0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Tight Pt. Height
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Condition Graphic - Draft: 4.12 @ 0.00 , 1.84 @ 150.00a Heel: zero
2 3 4 5 6 7 8 9 1
Plan View
2 3 4 5 6 7 8 9
Profile View
Body @ 150.00a
Tanks
1 COMP1.C..Flooded
2 COMP2.C...0% unknown Intact
3 COMP3.C...0% unknown Intact
4 COMP4.C...0% unknown Intact
5 COMP5.C...0% unknown Intact
6 COMP6.C...0% unknown Intact
7 COMP7.C...0% unknown Intact
8 COMP8.C...0% unknown Intact
9 COMP9.C...0% unknown Intact
Critical Points
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CASE 1
Lightship
HYDROSTATIC PROPERTIES with FLOODING
Trim: Fwd 3.61/150.00, No Heel, VCG = 6.54
LCF Displacement Buoyancy-Ctr. Weight/ Moment/
Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT
3.092 408.11 74.34a 1.70 11.58 83.48a 119.33 526.3 36.10
Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.
Trim is per 150.00Ft
Draft is from Baseline.
WEIGHT and DISPLACEMENT STATUS
Baseline draft: 5.101 @ 0.00, 1.492 @ 150.00a
Trim: Fwd 3.61/150.00, Heel: zero
Part------------------------------Weight(LT)----LCG-----TCG-----VCG-------FSM
WEIGHT 408.18 74.46a 0.00 6.54
Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG
Total Tanks---------> 0.00 0.0
Displ(LT)----LCB-----TCB-----VCB------RefHt
HULL 1.000 471.64 67.24a 0.00 1.78 -5.10
COMP2.C Flooded 1.000 -63.53 21.59a 0.00 2.30 -5.10
Total Displacement--> 1.000 408.11 74.34a 0.00 1.70
Righting Arms: 0.00 0.00
Distances in FEET.-------------------------------------------Moments in Ft-LT.
CRITICAL POINT and FREEBOARD STATUS
Baseline draft: 5.101 @ 0.00, 1.492 @ 150.00a
Trim: Fwd 3.61/150.00, Heel: zero
Critical Points----------------------LCP-----TCP-----VCP-----Height
(1) DECK EDGE FWD TIGHT 0.00 19.00s 11.00 5.90
(1) DECK EDGE FWD TIGHT 0.00 19.00p 11.00 5.90
(2) DECK EDGE AFT TIGHT 150.00a 19.00s 10.00 8.51
(2) DECK EDGE AFT TIGHT 150.00a 19.00p 10.00 8.51
Distances in FEET.----------------------------------------------------
Least freeboard is 5.25 Ft located at 14.67a
RIGHTING ARMS vs HEEL ANGLE with FLOODING
LCG = 74.46a TCG = 0.00 VCG = 6.54
Origin Degrees of Displacement Righting Arms Flood Pt
Depth---Trim----Heel----Weight(LT)---in Trim--in Heel--Height
5.099 1.38f 0.00 408.11 0.00 0.000 5.90(1)
5.087 1.37f 2.00s 408.18 0.00 1.273 5.24(1)
5.056 1.36f 4.00s 408.18 0.00 2.537 4.59(1)
5.021 1.35f 6.00s 408.18 0.00 3.793 3.93(1)
5.000 1.36f 8.00s 408.18 0.00 4.973 3.25(1)
4.985 1.39f 10.00s 408.16 0.00 6.025 2.55(1)
4.958 1.45f 12.00s 408.12 0.00 6.912 1.85(1)
4.894 1.51f 14.00s 408.12 0.00 7.611 1.18(1)
4.777 1.57f 16.00s 408.14 0.00 8.143 0.56(1)
4.621 1.61f 17.91s 408.18 0.00 8.529 -0.00(1)
4.614 1.62f 18.00s 408.18 0.00 8.543 -0.03(1)
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4.427 1.67f 20.00s 408.15 0.00 8.832 -0.59(1)
4.234 1.73f 22.00s 408.18 0.00 9.024 -1.15(1)
4.039 1.80f 24.00s 408.18 0.00 9.134 -1.72(1)
3.846 1.88f 26.00s 408.18 0.00 9.177 -2.29(1)
3.805 1.89f 26.42s 408.18 0.00 9.178 -2.41(1)
3.656 1.96f 28.00s 408.15 0.00 9.161 -2.86(1)
3.467 2.06f 30.00s 408.18 0.00 9.095 -3.44(1)
3.281 2.15f 32.00s 408.18 0.00 8.987 -4.02(1)
3.094 2.25f 34.00s 408.18 0.00 8.841 -4.60(1)
2.907 2.35f 36.00s 408.18 0.00 8.663 -5.17(1)
2.718 2.45f 38.00s 408.18 0.00 8.457 -5.74(1)
2.527 2.54f 40.00s 408.18 0.00 8.225 -6.31(1)
2.333 2.63f 42.00s 408.18 0.00 7.970 -6.87(1)
2.137 2.72f 44.00s 408.18 0.00 7.696 -7.42(1)
1.940 2.81f 46.00s 408.18 0.00 7.404 -7.96(1)
1.740 2.89f 48.00s 408.18 0.00 7.095 -8.49(1)
1.539 2.97f 50.00s 408.18 0.00 6.773 -9.01(1)
1.336 3.05f 52.00s 408.18 0.00 6.436 -9.52(1)
1.133 3.12f 54.00s 408.18 0.00 6.088 -10.02(1)
0.927 3.20f 56.00s 408.18 0.00 5.729 -10.51(1)
0.721 3.26f 58.00s 408.18 0.00 5.359 -10.99(1)
0.514 3.32f 60.00s 408.18 0.00 4.981 -11.45(1)
Distances in FEET.---Specific Gravity = 1.000.-------------------
Critical Point-----------------------LCP-----TCP-----VCP
(1) DECK EDGE FWD TIGHT 0.00 19.00 11.00
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0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Degrees of Heel --> Starboard
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
F T
GM = 36.10
Righting Arm
-10
-8
-6
-4
-2
F T
0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Tight Pt. Height
S e e A
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Condition Graphic - Draft: 5.10 @ 0.00 , 1.49 @ 150.00a Heel: zero
2 3 4 5 6 7 8 9 1
Plan View
2 3 4 5 6 7 8 9
Profile View
Body @ 150.00a
Tanks
1 COMP1.C...0% unknown Intact
2 COMP2.C..Flooded
3 COMP3.C...0% unknown Intact
4 COMP4.C...0% unknown Intact
5 COMP5.C...0% unknown Intact
6 COMP6.C...0% unknown Intact
7 COMP7.C...0% unknown Intact
8 COMP8.C...0% unknown Intact
9 COMP9.C...0% unknown Intact
Critical Points
S e e A
B S H o u s to n L e tt e r R e f T D a te d
-O
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CASE 1
Lightship
HYDROSTATIC PROPERTIES with FLOODING
Trim: Fwd 3.62/150.00, No Heel, VCG = 6.54
LCF Displacement Buoyancy-Ctr. Weight/ Moment/
Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT
3.259 408.11 74.35a 1.79 11.03 83.91a 126.06 556.0 34.24
Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.
Trim is per 150.00Ft
Draft is from Baseline.
WEIGHT and DISPLACEMENT STATUS
Baseline draft: 5.286 @ 0.00, 1.663 @ 150.00a
Trim: Fwd 3.62/150.00, Heel: zero
Part------------------------------Weight(LT)----LCG-----TCG-----VCG-------FSM
WEIGHT 408.18 74.46a 0.00 6.54
Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG
Total Tanks---------> 0.00 0.0
Displ(LT)----LCB-----TCB-----VCB------RefHt
HULL 1.000 498.82 67.76a 0.00 1.87 -5.28
COMP3.C Flooded 1.000 -90.72 38.15a 0.00 2.19 -5.28
Total Displacement--> 1.000 408.11 74.35a 0.00 1.79
Righting Arms: 0.00 0.00
Distances in FEET.-------------------------------------------Moments in Ft-LT.
CRITICAL POINT and FREEBOARD STATUS
Baseline draft: 5.286 @ 0.00, 1.663 @ 150.00a
Trim: Fwd 3.62/150.00, Heel: zero
Critical Points----------------------LCP-----TCP-----VCP-----Height
(1) DECK EDGE FWD TIGHT 0.00 19.00s 11.00 5.71
(1) DECK EDGE FWD TIGHT 0.00 19.00p 11.00 5.71
(2) DECK EDGE AFT TIGHT 150.00a 19.00s 10.00 8.33
(2) DECK EDGE AFT TIGHT 150.00a 19.00p 10.00 8.33
Distances in FEET.----------------------------------------------------
Least freeboard is 5.07 Ft located at 14.67a
RIGHTING ARMS vs HEEL ANGLE with FLOODING
LCG = 74.46a TCG = 0.00 VCG = 6.54
Origin Degrees of Displacement Righting Arms Flood Pt
Depth---Trim----Heel----Weight(LT)---in Trim--in Heel--Height
5.285 1.38f 0.00 408.14 0.00 0.000 5.71(1)
5.272 1.38f 2.00s 408.18 0.00 1.209 5.06(1)
5.240 1.36f 4.00s 408.18 0.00 2.409 4.40(1)
5.203 1.35f 6.00s 408.18 0.00 3.605 3.75(1)
5.170 1.35f 8.00s 408.20 0.00 4.752 3.08(1)
5.140 1.37f 10.00s 408.18 0.00 5.787 2.39(1)
5.102 1.41f 12.00s 408.15 0.00 6.667 1.70(1)
5.037 1.47f 14.00s 408.13 0.00 7.377 1.04(1)
4.930 1.52f 16.00s 408.14 0.00 7.932 0.41(1)
4.835 1.56f 17.34s 408.18 0.00 8.224 -0.00(1)
4.786 1.58f 18.00s 408.18 0.00 8.344 -0.20(1)
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4.628 1.64f 20.00s 408.14 0.00 8.636 -0.79(1)
4.464 1.71f 22.00s 408.18 0.00 8.830 -1.38(1)
4.299 1.79f 24.00s 408.18 0.00 8.942 -1.98(1)
4.134 1.88f 26.00s 408.18 0.00 8.985 -2.58(1)
4.097 1.90f 26.44s 408.18 0.00 8.987 -2.71(1)
3.971 1.97f 28.00s 408.15 0.00 8.970 -3.18(1)
3.809 2.07f 30.00s 408.18 0.00 8.905 -3.78(1)
3.647 2.17f 32.00s 408.18 0.00 8.797 -4.39(1)
3.483 2.28f 34.00s 408.18 0.00 8.652 -4.99(1)
3.316 2.38f 36.00s 408.18 0.00 8.475 -5.58(1)
3.146 2.48f 38.00s 408.18 0.00 8.270 -6.17(1)
2.973 2.57f 40.00s 408.18 0.00 8.041 -6.76(1)
2.797 2.66f 42.00s 408.18 0.00 7.790 -7.33(1)
2.619 2.76f 44.00s 408.18 0.00 7.520 -7.90(1)
2.438 2.84f 46.00s 408.18 0.00 7.232 -8.46(1)
2.255 2.93f 48.00s 408.18 0.00 6.929 -9.01(1)
2.069 3.01f 50.00s 408.18 0.00 6.612 -9.54(1)
1.881 3.09f 52.00s 408.18 0.00 6.282 -10.07(1)
1.691 3.17f 54.00s 408.18 0.00 5.940 -10.58(1)
1.499 3.24f 56.00s 408.18 0.00 5.588 -11.08(1)
1.306 3.30f 58.00s 408.18 0.00 5.226 -11.57(1)
1.111 3.37f 60.00s 408.18 0.00 4.855 -12.05(1)
Distances in FEET.---Specific Gravity = 1.000.-------------------
Critical Point-----------------------LCP-----TCP-----VCP
(1) DECK EDGE FWD TIGHT 0.00 19.00 11.00
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0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Degrees of Heel --> Starboard
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
F T
GM = 34.24
Righting Arm
-10
-8
-6
-4
-2
F T
0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Tight Pt. Height
S e e A
B S H o u s to n L e tt e r R e f T D a te d
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Condition Graphic - Draft: 5.29 @ 0.00 , 1.66 @ 150.00a Heel: zero
2 3 4 5 6 7 8 9 1
Plan View
2 3 4 5 6 7 8 9
Profile View
Body @ 150.00a
Tanks
1 COMP1.C...0% unknown Intact
2 COMP2.C...0% unknown Intact
3 COMP3.C..Flooded
4 COMP4.C...0% unknown Intact
5 COMP5.C...0% unknown Intact
6 COMP6.C...0% unknown Intact
7 COMP7.C...0% unknown Intact
8 COMP8.C...0% unknown Intact
9 COMP9.C...0% unknown Intact
Critical Points
S e e A
B S H o u s to n L e tt e r R e f T D a te d
-O
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CASE 1
Lightship
HYDROSTATIC PROPERTIES with FLOODING
Trim: Fwd 2.41/150.00, No Heel, VCG = 6.54
LCF Displacement Buoyancy-Ctr. Weight/ Moment/
Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT
3.247 408.29 74.38a 1.71 10.93 81.39a 138.30 609.7 33.83
Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.
Trim is per 150.00Ft
Draft is from Baseline.
WEIGHT and DISPLACEMENT STATUS
Baseline draft: 4.554 @ 0.00, 2.146 @ 150.00a
Trim: Fwd 2.41/150.00, Heel: zero
Part------------------------------Weight(LT)----LCG-----TCG-----VCG-------FSM
WEIGHT 408.18 74.46a 0.00 6.54
Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG
Total Tanks---------> 0.00 0.0
Displ(LT)----LCB-----TCB-----VCB------RefHt
HULL 1.000 483.51 71.86a 0.00 1.73 -4.55
COMP4.C Flooded 1.000 -75.22 58.18a 0.00 1.82 -4.55
Total Displacement--> 1.000 408.29 74.38a 0.00 1.71
Righting Arms: 0.00 0.00
Distances in FEET.-------------------------------------------Moments in Ft-LT.
CRITICAL POINT and FREEBOARD STATUS
Baseline draft: 4.554 @ 0.00, 2.146 @ 150.00a
Trim: Fwd 2.41/150.00, Heel: zero
Critical Points----------------------LCP-----TCP-----VCP-----Height
(1) DECK EDGE FWD TIGHT 0.00 19.00s 11.00 6.45
(1) DECK EDGE FWD TIGHT 0.00 19.00p 11.00 6.45
(2) DECK EDGE AFT TIGHT 150.00a 19.00s 10.00 7.85
(2) DECK EDGE AFT TIGHT 150.00a 19.00p 10.00 7.85
Distances in FEET.----------------------------------------------------
Least freeboard is 5.68 Ft located at 14.67a
RIGHTING ARMS vs HEEL ANGLE with FLOODING
LCG = 74.46a TCG = 0.00 VCG = 6.54
Origin Degrees of Displacement Righting Arms Flood Pt
Depth---Trim----Heel----Weight(LT)---in Trim--in Heel--Height
4.552 0.92f 0.00 408.22 0.00 0.000 6.45(1)
4.533 0.91f 2.00s 408.18 0.00 1.188 5.80(1)
4.514 0.90f 4.00s 408.18 0.00 2.376 5.13(1)
4.480 0.89f 6.00s 408.18 0.00 3.569 4.47(1)
4.437 0.88f 8.00s 408.18 0.00 4.744 3.81(1)
4.400 0.88f 10.00s 408.18 0.00 5.821 3.13(1)
4.354 0.92f 12.00s 408.17 0.00 6.728 2.45(1)
4.269 0.95f 14.00s 408.19 0.00 7.445 1.81(1)
4.131 0.99f 16.00s 408.17 0.00 7.987 1.21(1)
3.946 1.01f 18.00s 408.17 0.00 8.402 0.64(1)
3.727 1.04f 20.00s 408.18 0.00 8.713 0.11(1)
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3.680 1.04f 20.42s 408.17 0.00 8.765 0.00(1)
3.500 1.07f 22.00s 408.17 0.00 8.926 -0.42(1)
3.272 1.11f 24.00s 408.18 0.00 9.055 -0.95(1)
3.045 1.17f 26.00s 408.18 0.00 9.113 -1.49(1)
2.954 1.19f 26.80s 408.18 0.00 9.118 -1.70(1)
2.820 1.22f 28.00s 408.18 0.00 9.107 -2.03(1)
2.594 1.28f 30.00s 408.18 0.00 9.046 -2.57(1)
2.365 1.34f 32.00s 408.18 0.00 8.939 -3.10(1)
2.133 1.40f 34.00s 408.18 0.00 8.792 -3.64(1)
1.900 1.46f 36.00s 408.18 0.00 8.612 -4.17(1)
1.664 1.51f 38.00s 408.18 0.00 8.404 -4.69(1)
1.426 1.57f 40.00s 408.18 0.00 8.171 -5.21(1)
1.187 1.62f 42.00s 408.18 0.00 7.916 -5.72(1)
0.947 1.67f 44.00s 408.18 0.00 7.642 -6.23(1)
0.706 1.72f 46.00s 408.18 0.00 7.350 -6.73(1)
0.464 1.77f 48.00s 408.18 0.00 7.043 -7.22(1)
0.222 1.81f 50.00s 408.18 0.00 6.721 -7.70(1)
-0.020 1.86f 52.00s 408.18 0.00 6.386 -8.18(1)
-0.262 1.90f 54.00s 408.18 0.00 6.039 -8.64(1)
-0.504 1.94f 56.00s 408.18 0.00 5.681 -9.09(1)
-0.745 1.97f 58.00s 408.18 0.00 5.313 -9.53(1)
-0.986 2.01f 60.00s 408.18 0.00 4.936 -9.96(1)
Distances in FEET.---Specific Gravity = 1.000.-------------------
Critical Point-----------------------LCP-----TCP-----VCP
(1) DECK EDGE FWD TIGHT 0.00 19.00 11.00
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0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Degrees of Heel --> Starboard
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
F T
GM = 33.84
Righting Arm
-10
-8
-6
-4
-2
F T
0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Tight Pt. Height
S e e A
B S H o u s to n L e tt e r R e f T D a te d
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Condition Graphic - Draft: 4.55 @ 0.00 , 2.15 @ 150.00a Heel: zero
2 3 4 5 6 7 8 9 1
Plan View
2 3 4 5 6 7 8 9
Profile View
Body @ 150.00a
Tanks
1 COMP1.C...0% unknown Intact
2 COMP2.C...0% unknown Intact
3 COMP3.C...0% unknown Intact
4 COMP4.C..Flooded
5 COMP5.C...0% unknown Intact
6 COMP6.C...0% unknown Intact
7 COMP7.C...0% unknown Intact
8 COMP8.C...0% unknown Intact
9 COMP9.C...0% unknown Intact
Critical Points
S e e A
B S H o u s to n L e tt e r R e f T D a te d
-O
C T -2
08/01/23 09:36:11 Bristol Harbor Group Page 21
CASE 1
Lightship
HYDROSTATIC PROPERTIES with FLOODING
Trim: Fwd 1.35/150.00, No Heel, VCG = 6.54
LCF Displacement Buoyancy-Ctr. Weight/ Moment/
Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT
3.424 408.18 74.42a 1.75 10.30 77.81a 141.10 622.2 31.65
Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.
Trim is per 150.00Ft
Draft is from Baseline.
WEIGHT and DISPLACEMENT STATUS
Baseline draft: 4.124 @ 0.00, 2.773 @ 150.00a
Trim: Fwd 1.35/150.00, Heel: zero
Part------------------------------Weight(LT)----LCG-----TCG-----VCG-------FSM
WEIGHT 408.18 74.46a 0.00 6.54
Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG
Total Tanks---------> 0.00 0.0
Displ(LT)----LCB-----TCB-----VCB------RefHt
HULL 1.000 502.11 75.74a 0.00 1.74 -4.12
COMP5.C Flooded 1.000 -93.93 81.51a 0.00 1.70 -4.12
Total Displacement--> 1.000 408.18 74.42a 0.00 1.75
Righting Arms: 0.00 0.00
Distances in FEET.-------------------------------------------Moments in Ft-LT.
CRITICAL POINT and FREEBOARD STATUS
Baseline draft: 4.124 @ 0.00, 2.773 @ 150.00a
Trim: Fwd 1.35/150.00, Heel: zero
Critical Points----------------------LCP-----TCP-----VCP-----Height
(1) DECK EDGE FWD TIGHT 0.00 19.00s 11.00 6.88
(1) DECK EDGE FWD TIGHT 0.00 19.00p 11.00 6.88
(2) DECK EDGE AFT TIGHT 150.00a 19.00s 10.00 7.23
(2) DECK EDGE AFT TIGHT 150.00a 19.00p 10.00 7.23
Distances in FEET.----------------------------------------------------
Least freeboard is 6.01 Ft located at 14.67a
RIGHTING ARMS vs HEEL ANGLE with FLOODING
LCG = 74.46a TCG = 0.00 VCG = 6.54
Origin Degrees of Displacement Righting Arms Flood Pt
Depth---Trim----Heel----Weight(LT)---in Trim--in Heel--Height
4.124 0.52f 0.00 408.19 0.00 0.000 6.88(1)
4.103 0.51f 2.00s 408.17 0.00 1.113 6.23(1)
4.088 0.50f 4.00s 408.18 0.00 2.225 5.56(1)
4.058 0.49f 6.00s 408.18 0.00 3.339 4.90(1)
4.014 0.47f 8.00s 408.18 0.00 4.456 4.23(1)
3.965 0.46f 10.00s 408.18 0.00 5.548 3.57(1)
3.908 0.47f 12.00s 408.18 0.00 6.500 2.90(1)
3.802 0.48f 14.00s 408.18 0.00 7.236 2.27(1)
3.642 0.49f 16.00s 408.18 0.00 7.795 1.69(1)
3.438 0.49f 18.00s 408.18 0.00 8.224 1.15(1)
3.198 0.50f 20.00s 408.19 0.00 8.555 0.64(1)
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2.937 0.50f 22.00s 408.18 0.00 8.795 0.14(1)
2.861 0.50f 22.58s 408.18 0.00 8.847 0.00(1)
2.676 0.52f 24.00s 408.18 0.00 8.943 -0.36(1)
2.414 0.53f 26.00s 408.18 0.00 9.005 -0.86(1)
2.323 0.54f 26.68s 408.18 0.00 9.009 -1.03(1)
2.148 0.55f 28.00s 408.18 0.00 8.995 -1.36(1)
1.880 0.57f 30.00s 408.18 0.00 8.929 -1.85(1)
1.610 0.59f 32.00s 408.18 0.00 8.817 -2.35(1)
1.337 0.60f 34.00s 408.18 0.00 8.668 -2.84(1)
1.062 0.62f 36.00s 408.18 0.00 8.487 -3.33(1)
0.787 0.63f 38.00s 408.18 0.00 8.279 -3.82(1)
0.510 0.65f 40.00s 408.18 0.00 8.046 -4.30(1)
0.232 0.66f 42.00s 408.18 0.00 7.793 -4.77(1)
-0.046 0.68f 44.00s 408.18 0.00 7.520 -5.24(1)
-0.324 0.69f 46.00s 408.18 0.00 7.231 -5.70(1)
-0.601 0.70f 48.00s 408.18 0.00 6.927 -6.16(1)
-0.878 0.71f 50.00s 408.18 0.00 6.608 -6.61(1)
-1.154 0.72f 52.00s 408.18 0.00 6.276 -7.05(1)
-1.428 0.73f 54.00s 408.18 0.00 5.933 -7.48(1)
-1.701 0.74f 56.00s 408.18 0.00 5.579 -7.90(1)
-1.972 0.75f 58.00s 408.18 0.00 5.216 -8.31(1)
-2.241 0.75f 60.00s 408.18 0.00 4.843 -8.71(1)
Distances in FEET.---Specific Gravity = 1.000.-------------------
Critical Point-----------------------LCP-----TCP-----VCP
(1) DECK EDGE FWD TIGHT 0.00 19.00 11.00
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0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Degrees of Heel --> Starboard
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
F T
GM = 31.65
Righting Arm
-10
-8
-6
-4
-2
F T
0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Tight Pt. Height
S e e A
B S H o u s to n L e tt e r R e f T D a te d
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Condition Graphic - Draft: 4.12 @ 0.00 , 2.77 @ 150.00a Heel: zero
2 3 4 5 6 7 8 9 1
Plan View
23 4 5 6 7 8 9 1
Profile View
Body @ 150.00a
Tanks
1 COMP1.C...0% unknown Intact
2 COMP2.C...0% unknown Intact
3 COMP3.C...0% unknown Intact
4 COMP4.C...0% unknown Intact
5 COMP5.C..Flooded
6 COMP6.C...0% unknown Intact
7 COMP7.C...0% unknown Intact
8 COMP8.C...0% unknown Intact
9 COMP9.C...0% unknown Intact
Critical Points
S e e A
B S H o u s to n L e tt e r R e f T D a te d
-O
C T -2
08/01/23 09:36:11 Bristol Harbor Group Page 25
CASE 1
Lightship
HYDROSTATIC PROPERTIES with FLOODING
Trim: Fwd 0.49/150.00, No Heel, VCG = 6.54
LCF Displacement Buoyancy-Ctr. Weight/ Moment/
Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT
3.238 408.18 74.44a 1.64 10.80 74.79a 129.91 572.9 33.29
Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.
Trim is per 150.00Ft
Draft is from Baseline.
WEIGHT and DISPLACEMENT STATUS
Baseline draft: 3.483 @ 0.00, 2.991 @ 150.00a
Trim: Fwd 0.49/150.00, Heel: zero
Part------------------------------Weight(LT)----LCG-----TCG-----VCG-------FSM
WEIGHT 408.18 74.46a 0.00 6.54
Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG
Total Tanks---------> 0.00 0.0
Displ(LT)----LCB-----TCB-----VCB------RefHt
HULL 1.000 473.42 78.65a 0.00 1.63 -3.48
COMP6.C Flooded 1.000 -65.24 104.97a 0.00 1.57 -3.48
Total Displacement--> 1.000 408.18 74.44a 0.00 1.64
Righting Arms: 0.00 0.00
Distances in FEET.-------------------------------------------Moments in Ft-LT.
CRITICAL POINT and FREEBOARD STATUS
Baseline draft: 3.483 @ 0.00, 2.991 @ 150.00a
Trim: Fwd 0.49/150.00, Heel: zero
Critical Points----------------------LCP-----TCP-----VCP-----Height
(1) DECK EDGE FWD TIGHT 0.00 19.00s 11.00 7.52
(1) DECK EDGE FWD TIGHT 0.00 19.00p 11.00 7.52
(2) DECK EDGE AFT TIGHT 150.00a 19.00s 10.00 7.01
(2) DECK EDGE AFT TIGHT 150.00a 19.00p 10.00 7.01
Distances in FEET.----------------------------------------------------
Least freeboard is 6.57 Ft located at 14.67a
RIGHTING ARMS vs HEEL ANGLE with FLOODING
LCG = 74.46a TCG = 0.00 VCG = 6.54
Origin Degrees of Displacement Righting Arms Flood Pt
Depth---Trim----Heel----Weight(LT)---in Trim--in Heel--Height
3.483 0.19f 0.00 408.19 0.00 0.000 7.01(2)
3.471 0.18f 2.00s 408.18 0.00 1.173 6.34(2)
3.448 0.17f 4.00s 408.18 0.00 2.343 5.65(2)
3.420 0.16f 6.00s 408.18 0.00 3.509 4.96(2)
3.382 0.15f 8.00s 408.18 0.00 4.686 4.27(2)
3.329 0.13f 10.00s 408.17 0.00 5.837 3.57(2)
3.242 0.13f 12.00s 408.18 0.00 6.783 2.92(2)
3.096 0.12f 14.00s 408.18 0.00 7.481 2.31(2)
2.900 0.10f 16.00s 408.18 0.00 8.009 1.74(2)
2.662 0.09f 18.00s 408.18 0.00 8.413 1.21(2)
2.392 0.07f 20.00s 408.18 0.00 8.720 0.70(2)
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2.092 0.06f 22.00s 408.18 0.00 8.954 0.21(2)
1.948 0.05f 22.90s 408.18 0.00 9.038 -0.00(2)
1.770 0.04f 24.00s 408.18 0.00 9.115 -0.26(2)
1.441 0.02f 26.00s 408.18 0.00 9.185 -0.72(2)
1.291 0.01f 26.90s 408.18 0.00 9.192 -0.93(2)
1.107 0.00f 28.00s 408.18 0.00 9.182 -1.19(2)
0.772 0.02a 30.00s 408.18 0.00 9.120 -1.65(2)
0.435 0.03a 32.00s 408.18 0.00 9.010 -2.11(2)
0.098 0.05a 34.00s 408.18 0.00 8.861 -2.57(2)
-0.240 0.07a 36.00s 408.18 0.00 8.679 -3.03(2)
-0.579 0.09a 38.00s 408.18 0.00 8.468 -3.48(2)
-0.916 0.11a 40.00s 408.18 0.00 8.233 -3.93(2)
-1.253 0.13a 42.00s 408.18 0.00 7.975 -4.37(2)
-1.589 0.15a 44.00s 408.18 0.00 7.698 -4.81(2)
-1.923 0.17a 46.00s 408.18 0.00 7.403 -5.24(2)
-2.255 0.19a 48.00s 408.18 0.00 7.092 -5.66(2)
-2.584 0.20a 50.00s 408.18 0.00 6.767 -6.08(2)
-2.911 0.22a 52.00s 408.18 0.00 6.429 -6.49(2)
-3.234 0.24a 54.00s 408.18 0.00 6.078 -6.89(2)
-3.553 0.26a 56.00s 408.18 0.00 5.716 -7.29(2)
-3.868 0.28a 58.00s 408.18 0.00 5.345 -7.67(2)
-4.179 0.29a 60.00s 408.18 0.00 4.964 -8.05(2)
Distances in FEET.---Specific Gravity = 1.000.-------------------
Critical Point-----------------------LCP-----TCP-----VCP
(2) DECK EDGE AFT TIGHT 150.00a 19.00 10.00
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0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Degrees of Heel --> Starboard
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
F T
GM = 33.29
Righting Arm
-6
-4
-2
F T
0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Tight Pt. Height
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Condition Graphic - Draft: 3.48 @ 0.00 , 2.99 @ 150.00a Heel: zero
2 3 4 5 6 7 8 9 1
Plan View
23 4 5 6 7 8 9 1
Profile View
Body @ 150.00a
Tanks
1 COMP1.C...0% unknown Intact
2 COMP2.C...0% unknown Intact
3 COMP3.C...0% unknown Intact
4 COMP4.C...0% unknown Intact
5 COMP5.C...0% unknown Intact
6 COMP6.C..Flooded
7 COMP7.C...0% unknown Intact
8 COMP8.C...0% unknown Intact
9 COMP9.C...0% unknown Intact
Critical Points
S e e A
B S H o u s to n L e tt e r R e f T D a te d
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08/01/23 09:36:11 Bristol Harbor Group Page 29
CASE 1
Lightship
HYDROSTATIC PROPERTIES with FLOODING
Trim: Fwd 0.47/150.00, No Heel, VCG = 6.54
LCF Displacement Buoyancy-Ctr. Weight/ Moment/
Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT
3.073 408.18 74.44a 1.55 11.35 74.77a 123.04 542.6 35.16
Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.
Trim is per 150.00Ft
Draft is from Baseline.
WEIGHT and DISPLACEMENT STATUS
Baseline draft: 3.307 @ 0.00, 2.837 @ 150.00a
Trim: Fwd 0.47/150.00, Heel: zero
Part------------------------------Weight(LT)----LCG-----TCG-----VCG-------FSM
WEIGHT 408.18 74.46a 0.00 6.54
Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG
Total Tanks---------> 0.00 0.0
Displ(LT)----LCB-----TCB-----VCB------RefHt
HULL 1.000 448.71 78.71a 0.00 1.55 -3.31
COMP7.C Flooded 1.000 -40.53 121.65a 0.00 1.47 -3.31
Total Displacement--> 1.000 408.18 74.44a 0.00 1.55
Righting Arms: 0.00 0.00
Distances in FEET.-------------------------------------------Moments in Ft-LT.
CRITICAL POINT and FREEBOARD STATUS
Baseline draft: 3.307 @ 0.00, 2.837 @ 150.00a
Trim: Fwd 0.47/150.00, Heel: zero
Critical Points----------------------LCP-----TCP-----VCP-----Height
(1) DECK EDGE FWD TIGHT 0.00 19.00s 11.00 7.69
(1) DECK EDGE FWD TIGHT 0.00 19.00p 11.00 7.69
(2) DECK EDGE AFT TIGHT 150.00a 19.00s 10.00 7.16
(2) DECK EDGE AFT TIGHT 150.00a 19.00p 10.00 7.16
Distances in FEET.----------------------------------------------------
Least freeboard is 6.74 Ft located at 14.67a
RIGHTING ARMS vs HEEL ANGLE with FLOODING
LCG = 74.46a TCG = 0.00 VCG = 6.54
Origin Degrees of Displacement Righting Arms Flood Pt
Depth---Trim----Heel----Weight(LT)---in Trim--in Heel--Height
3.307 0.18f 0.00 408.19 0.00 0.000 7.16(2)
3.297 0.17f 2.00s 408.18 0.00 1.240 6.49(2)
3.273 0.16f 4.00s 408.18 0.00 2.472 5.81(2)
3.244 0.15f 6.00s 408.18 0.00 3.707 5.11(2)
3.207 0.14f 8.00s 408.18 0.00 4.946 4.42(2)
3.153 0.13f 10.00s 408.18 0.00 6.129 3.73(2)
3.050 0.12f 12.00s 408.18 0.00 7.043 3.09(2)
2.891 0.11f 14.00s 408.18 0.00 7.713 2.49(2)
2.684 0.09f 16.00s 408.18 0.00 8.216 1.94(2)
2.436 0.08f 18.00s 408.18 0.00 8.598 1.41(2)
2.156 0.06f 20.00s 408.18 0.00 8.887 0.91(2)
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1.847 0.05f 22.00s 408.18 0.00 9.103 0.43(2)
1.535 0.03f 23.87s 408.19 0.00 9.251 -0.00(2)
1.512 0.03f 24.00s 408.19 0.00 9.259 -0.03(2)
1.165 0.01f 26.00s 408.18 0.00 9.338 -0.48(2)
0.969 0.00 27.11s 408.18 0.00 9.349 -0.73(2)
0.813 0.01a 28.00s 408.18 0.00 9.342 -0.93(2)
0.458 0.03a 30.00s 408.18 0.00 9.285 -1.38(2)
0.102 0.05a 32.00s 408.18 0.00 9.178 -1.82(2)
-0.254 0.07a 34.00s 408.18 0.00 9.030 -2.27(2)
-0.611 0.09a 36.00s 408.18 0.00 8.848 -2.71(2)
-0.967 0.11a 38.00s 408.18 0.00 8.636 -3.15(2)
-1.322 0.13a 40.00s 408.18 0.00 8.398 -3.58(2)
-1.676 0.16a 42.00s 408.18 0.00 8.138 -4.01(2)
-2.028 0.18a 44.00s 408.18 0.00 7.857 -4.44(2)
-2.378 0.20a 46.00s 408.18 0.00 7.558 -4.86(2)
-2.726 0.22a 48.00s 408.18 0.00 7.243 -5.27(2)
-3.070 0.24a 50.00s 408.18 0.00 6.912 -5.68(2)
-3.411 0.26a 52.00s 408.18 0.00 6.568 -6.08(2)
-3.748 0.28a 54.00s 408.18 0.00 6.212 -6.47(2)
-4.080 0.30a 56.00s 408.18 0.00 5.844 -6.86(2)
-4.408 0.32a 58.00s 408.18 0.00 5.465 -7.23(2)
-4.730 0.33a 60.00s 408.18 0.00 5.077 -7.60(2)
Distances in FEET.---Specific Gravity = 1.000.-------------------
Critical Point-----------------------LCP-----TCP-----VCP
(2) DECK EDGE AFT TIGHT 150.00a 19.00 10.00
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0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Degrees of Heel --> Starboard
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
F T
GM = 35.16
Righting Arm
-6
-4
-2
F T
0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Tight Pt. Height
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Condition Graphic - Draft: 3.31 @ 0.00 , 2.84 @ 150.00a Heel: zero
2 3 4 5 6 7 8 9 1
Plan View
23 4 5 6 7 8 9 1
Profile View
Body @ 150.00a
Tanks
1 COMP1.C...0% unknown Intact
2 COMP2.C...0% unknown Intact
3 COMP3.C...0% unknown Intact
4 COMP4.C...0% unknown Intact
5 COMP5.C...0% unknown Intact
6 COMP6.C...0% unknown Intact
7 COMP7.C..Flooded
8 COMP8.C...0% unknown Intact
9 COMP9.C...0% unknown Intact
Critical Points
S e e A
B S H o u s to n L e tt e r R e f T D a te d
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08/01/23 09:36:11 Bristol Harbor Group Page 33
CASE 1
Lightship
HYDROSTATIC PROPERTIES with FLOODING
Trim: Fwd 0.34/150.00, No Heel, VCG = 6.54
LCF Displacement Buoyancy-Ctr. Weight/ Moment/
Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT
3.034 408.18 74.45a 1.53 11.48 74.34a 115.81 510.7 35.60
Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.
Trim is per 150.00Ft
Draft is from Baseline.
WEIGHT and DISPLACEMENT STATUS
Baseline draft: 3.205 @ 0.00, 2.860 @ 150.00a
Trim: Fwd 0.34/150.00, Heel: zero
Part------------------------------Weight(LT)----LCG-----TCG-----VCG-------FSM
WEIGHT 408.18 74.46a 0.00 6.54
Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG
Total Tanks---------> 0.00 0.0
Displ(LT)----LCB-----TCB-----VCB------RefHt
HULL 1.000 443.29 79.18a 0.00 1.53 -3.20
COMP8.C Flooded 1.000 -35.11 134.16a 0.00 1.45 -3.20
Total Displacement--> 1.000 408.18 74.45a 0.00 1.53
Righting Arms: 0.00 0.00
Distances in FEET.-------------------------------------------Moments in Ft-LT.
CRITICAL POINT and FREEBOARD STATUS
Baseline draft: 3.205 @ 0.00, 2.860 @ 150.00a
Trim: Fwd 0.34/150.00, Heel: zero
Critical Points----------------------LCP-----TCP-----VCP-----Height
(1) DECK EDGE FWD TIGHT 0.00 19.00s 11.00 7.80
(1) DECK EDGE FWD TIGHT 0.00 19.00p 11.00 7.80
(2) DECK EDGE AFT TIGHT 150.00a 19.00s 10.00 7.14
(2) DECK EDGE AFT TIGHT 150.00a 19.00p 10.00 7.14
Distances in FEET.----------------------------------------------------
Least freeboard is 6.83 Ft located at 14.67a
RIGHTING ARMS vs HEEL ANGLE with FLOODING
LCG = 74.46a TCG = 0.00 VCG = 6.54
Origin Degrees of Displacement Righting Arms Flood Pt
Depth---Trim----Heel----Weight(LT)---in Trim--in Heel--Height
3.204 0.13f 0.00 408.18 0.00 0.000 7.14(2)
3.195 0.13f 2.00s 408.18 0.00 1.255 6.47(2)
3.170 0.12f 4.00s 408.18 0.00 2.502 5.78(2)
3.140 0.10f 6.00s 408.18 0.00 3.754 5.09(2)
3.103 0.09f 8.00s 408.18 0.00 5.007 4.39(2)
3.045 0.07f 10.00s 408.17 0.00 6.197 3.70(2)
2.932 0.06f 12.00s 408.18 0.00 7.103 3.06(2)
2.765 0.04f 14.00s 408.18 0.00 7.765 2.46(2)
2.550 0.03f 16.00s 408.18 0.00 8.262 1.90(2)
2.296 0.01f 18.00s 408.18 0.00 8.638 1.37(2)
2.008 0.01a 20.00s 408.18 0.00 8.923 0.86(2)
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1.693 0.03a 22.00s 408.18 0.00 9.134 0.38(2)
1.413 0.05a 23.66s 408.18 0.00 9.264 -0.00(2)
1.353 0.05a 24.00s 408.18 0.00 9.287 -0.08(2)
0.995 0.07a 26.00s 408.18 0.00 9.367 -0.53(2)
0.787 0.09a 27.13s 408.03 0.00 9.379 -0.79(2)
0.631 0.10a 28.00s 408.18 0.00 9.372 -0.99(2)
0.263 0.13a 30.00s 408.18 0.00 9.316 -1.44(2)
-0.106 0.16a 32.00s 408.18 0.00 9.210 -1.90(2)
-0.475 0.19a 34.00s 408.18 0.00 9.063 -2.35(2)
-0.844 0.21a 36.00s 408.18 0.00 8.881 -2.79(2)
-1.212 0.24a 38.00s 408.18 0.00 8.668 -3.24(2)
-1.579 0.27a 40.00s 408.18 0.00 8.430 -3.68(2)
-1.945 0.30a 42.00s 408.18 0.00 8.169 -4.11(2)
-2.308 0.32a 44.00s 408.18 0.00 7.888 -4.54(2)
-2.669 0.35a 46.00s 408.18 0.00 7.588 -4.97(2)
-3.028 0.38a 48.00s 408.18 0.00 7.272 -5.39(2)
-3.383 0.40a 50.00s 408.18 0.00 6.940 -5.80(2)
-3.734 0.43a 52.00s 408.18 0.00 6.595 -6.20(2)
-4.080 0.45a 54.00s 408.18 0.00 6.237 -6.60(2)
-4.422 0.48a 56.00s 408.18 0.00 5.868 -6.99(2)
-4.759 0.50a 58.00s 408.18 0.00 5.488 -7.37(2)
-5.090 0.53a 60.00s 408.18 0.00 5.098 -7.75(2)
Distances in FEET.---Specific Gravity = 1.000.-------------------
Critical Point-----------------------LCP-----TCP-----VCP
(2) DECK EDGE AFT TIGHT 150.00a 19.00 10.00
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0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Degrees of Heel --> Starboard
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
F T
GM = 35.60
Righting Arm
-6
-4
-2
F T
0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Tight Pt. Height
S e e A
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Condition Graphic - Draft: 3.20 @ 0.00 , 2.86 @ 150.00a Heel: zero
2 3 4 5 6 7 8 9 1
Plan View
23 4 5 6 7 8 9 1
Profile View
Body @ 150.00a
Tanks
1 COMP1.C...0% unknown Intact
2 COMP2.C...0% unknown Intact
3 COMP3.C...0% unknown Intact
4 COMP4.C...0% unknown Intact
5 COMP5.C...0% unknown Intact
6 COMP6.C...0% unknown Intact
7 COMP7.C...0% unknown Intact
8 COMP8.C..Flooded
9 COMP9.C...0% unknown Intact
Critical Points
S e e A
B S H o u s to n L e tt e r R e f T D a te d
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08/01/23 09:36:11 Bristol Harbor Group Page 37
CASE 1
Lightship
HYDROSTATIC PROPERTIES with FLOODING
Trim: Fwd 0.34/150.00, No Heel, VCG = 6.54
LCF Displacement Buoyancy-Ctr. Weight/ Moment/
Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT
2.996 408.18 74.45a 1.51 11.62 74.30a 110.94 489.2 36.07
Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.
Trim is per 150.00Ft
Draft is from Baseline.
WEIGHT and DISPLACEMENT STATUS
Baseline draft: 3.164 @ 0.00, 2.825 @ 150.00a
Trim: Fwd 0.34/150.00, Heel: zero
Part------------------------------Weight(LT)----LCG-----TCG-----VCG-------FSM
WEIGHT 408.18 74.46a 0.00 6.54
Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG
Total Tanks---------> 0.00 0.0
Displ(LT)----LCB-----TCB-----VCB------RefHt
HULL 1.000 437.64 79.20a 0.00 1.51 -3.16
COMP9.C Flooded 1.000 -29.47 144.99a 0.00 1.42 -3.16
Total Displacement--> 1.000 408.18 74.45a 0.00 1.51
Righting Arms: 0.00 0.00
Distances in FEET.-------------------------------------------Moments in Ft-LT.
CRITICAL POINT and FREEBOARD STATUS
Baseline draft: 3.164 @ 0.00, 2.825 @ 150.00a
Trim: Fwd 0.34/150.00, Heel: zero
Critical Points----------------------LCP-----TCP-----VCP-----Height
(1) DECK EDGE FWD TIGHT 0.00 19.00s 11.00 7.84
(1) DECK EDGE FWD TIGHT 0.00 19.00p 11.00 7.84
(2) DECK EDGE AFT TIGHT 150.00a 19.00s 10.00 7.17
(2) DECK EDGE AFT TIGHT 150.00a 19.00p 10.00 7.17
Distances in FEET.----------------------------------------------------
Least freeboard is 6.87 Ft located at 14.67a
RIGHTING ARMS vs HEEL ANGLE with FLOODING
LCG = 74.46a TCG = 0.00 VCG = 6.54
Origin Degrees of Displacement Righting Arms Flood Pt
Depth---Trim----Heel----Weight(LT)---in Trim--in Heel--Height
3.164 0.13f 0.00 408.18 0.00 0.000 7.17(2)
3.154 0.12f 2.00s 408.18 0.00 1.272 6.50(2)
3.129 0.11f 4.00s 408.18 0.00 2.534 5.82(2)
3.098 0.10f 6.00s 408.18 0.00 3.803 5.12(2)
3.061 0.09f 8.00s 408.18 0.00 5.072 4.42(2)
3.001 0.07f 10.00s 408.17 0.00 6.266 3.73(2)
2.883 0.05f 12.00s 408.18 0.00 7.164 3.09(2)
2.712 0.04f 14.00s 408.18 0.00 7.819 2.50(2)
2.493 0.02f 16.00s 408.18 0.00 8.310 1.94(2)
2.236 0.00 18.00s 408.18 0.00 8.681 1.41(2)
1.945 0.02a 20.00s 408.17 0.00 8.962 0.90(2)
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1.627 0.04a 22.00s 408.18 0.00 9.169 0.42(2)
1.311 0.06a 23.84s 408.04 0.00 9.308 0.00(2)
1.284 0.06a 24.00s 408.19 0.00 9.317 -0.04(2)
0.921 0.09a 26.00s 408.18 0.00 9.400 -0.49(2)
0.703 0.10a 27.17s 408.03 0.00 9.413 -0.75(2)
0.551 0.11a 28.00s 408.18 0.00 9.406 -0.94(2)
0.178 0.14a 30.00s 408.18 0.00 9.352 -1.39(2)
-0.197 0.17a 32.00s 408.18 0.00 9.246 -1.85(2)
-0.572 0.20a 34.00s 408.18 0.00 9.099 -2.29(2)
-0.947 0.23a 36.00s 408.18 0.00 8.917 -2.74(2)
-1.321 0.26a 38.00s 408.18 0.00 8.705 -3.18(2)
-1.693 0.29a 40.00s 408.18 0.00 8.466 -3.62(2)
-2.064 0.32a 42.00s 408.18 0.00 8.205 -4.06(2)
-2.433 0.35a 44.00s 408.18 0.00 7.923 -4.49(2)
-2.800 0.38a 46.00s 408.18 0.00 7.622 -4.91(2)
-3.163 0.41a 48.00s 408.18 0.00 7.304 -5.33(2)
-3.523 0.43a 50.00s 408.18 0.00 6.972 -5.74(2)
-3.879 0.46a 52.00s 408.18 0.00 6.625 -6.14(2)
-4.230 0.49a 54.00s 408.18 0.00 6.266 -6.54(2)
-4.576 0.51a 56.00s 408.18 0.00 5.895 -6.93(2)
-4.917 0.54a 58.00s 408.18 0.00 5.514 -7.31(2)
-5.253 0.57a 60.00s 408.18 0.00 5.123 -7.68(2)
Distances in FEET.---Specific Gravity = 1.000.-------------------
Critical Point-----------------------LCP-----TCP-----VCP
(2) DECK EDGE AFT TIGHT 150.00a 19.00 10.00
S e e A
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0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Degrees of Heel --> Starboard
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
F T
GM = 36.07
Righting Arm
-6
-4
-2
F T
0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0
Tight Pt. Height
S e e A
B S H o u s to n L e tt e r R e f T D a te d
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Condition Graphic - Draft: 3.16 @ 0.00 , 2.83 @ 150.00a Heel: zero
2 3 4 5 6 7 8 9 1
Plan View
23 4 5 6 7 8 9 1
Profile View
Body @ 150.00a
Tanks
1 COMP1.C...0% unknown Intact
2 COMP2.C...0% unknown Intact
3 COMP3.C...0% unknown Intact
4 COMP4.C...0% unknown Intact
5 COMP5.C...0% unknown Intact
6 COMP6.C...0% unknown Intact
7 COMP7.C...0% unknown Intact
8 COMP8.C...0% unknown Intact
9 COMP9.C..Flooded
Critical Points
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CASE 2
Full load
HYDROSTATIC PROPERTIES
Trim: Aft 0.11/150.00, No Heel, VCG = 13.33
LCF Displacement Buoyancy-Ctr. Weight/ Moment/
Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT
7.247 1,090.05 79.03a 3.68 13.03 76.17a 152.02 251.0 7.60
Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.
Trim is per 150.00Ft
Draft is from Baseline.
WEIGHT and DISPLACEMENT STATUS
Baseline draft: 7.190 @ 0.00, 7.303 @ 150.00a
Trim: Aft 0.11/150.00, Heel: zero
Part------------------------------Weight(LT)----LCG-----TCG-----VCG-------FSM
LIGHT SHIP 408.18 74.46a 0.00 6.54 deck cargo 681.87 81.75a 0.00 17.40
Total Weight--------> 1,090.05 79.02a 0.00 13.33
Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG
Total Tanks---------> 0.00 0.0
Displ(LT)----LCB-----TCB-----VCB------RefHt
HULL 1.000 1,090.05 79.03a 0.00 3.68 -7.19
Righting Arms: 0.00 0.00
Distances in FEET.-------------------------------------------Moments in Ft-LT.
CRITICAL POINT and FREEBOARD STATUS
Baseline draft: 7.190 @ 0.00, 7.303 @ 150.00a
Trim: Aft 0.11/150.00, Heel: zero
Critical Points----------------------LCP-----TCP-----VCP-----Height
(1) DECK EDGE FWD TIGHT 0.00 19.00s 11.00 3.81
(1) DECK EDGE FWD TIGHT 0.00 19.00p 11.00 3.81
(2) DECK EDGE AFT TIGHT 150.00a 19.00s 10.00 2.70
(2) DECK EDGE AFT TIGHT 150.00a 19.00p 10.00 2.70
Distances in FEET.----------------------------------------------------
Least freeboard is 2.70 Ft located at 150.00a
RIGHTING ARMS vs HEEL ANGLE
LCG = 79.02a TCG = 0.00 VCG = 13.33
Origin Degrees of Displacement Righting Arms Flood Pt
Depth---Trim----Heel----Weight(LT)---in Trim--in Heel--Height
7.190 0.04a 0.00 1,090.1 0.00 0.000 2.70(2)
7.178 0.05a 2.00s 1,090.1 0.00 0.271 2.03(2)
7.149 0.06a 4.00s 1,090.0 0.00 0.540 1.35(2)
7.109 0.07a 6.00s 1,090.1 0.00 0.811 0.68(2)
7.060 0.08a 8.00s 1,090.1 0.00 1.086 -0.00(2)
7.006 0.10a 10.00s 1,090.1 0.00 1.305 -0.72(2)
6.983 0.14a 12.00s 1,090.1 0.00 1.402 -1.51(2)
6.988 0.16a 13.26s 1,090.0 0.00 1.416 -2.02(2)
6.996 0.17a 14.00s 1,090.1 0.00 1.412 -2.33(2)
7.037 0.20a 16.00s 1,090.1 0.00 1.359 -3.20(2)
7.100 0.24a 18.00s 1,090.1 0.00 1.262 -4.09(2)
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7.181 0.27a 20.00s 1,090.1 0.00 1.131 -5.00(2)
7.275 0.31a 22.00s 1,090.1 0.00 0.974 -5.93(2)
7.374 0.35a 24.00s 1,090.1 0.00 0.793 -6.88(2)
7.471 0.39a 26.00s 1,090.1 0.00 0.588 -7.83(2)
7.555 0.44a 28.00s 1,090.1 0.00 0.360 -8.79(2)
7.627 0.49a 30.00s 1,090.1 0.00 0.110 -9.74(2)
7.654 0.51a 30.84s 1,090.0 0.00 0.000 -10.14(2)
7.689 0.54a 32.00s 1,090.1 0.00 -0.157 -10.68(2)
7.740 0.59a 34.00s 1,090.1 0.00 -0.437 -11.61(2)
7.781 0.64a 36.00s 1,090.1 0.00 -0.727 -12.52(2)
7.812 0.68a 38.00s 1,090.1 0.00 -1.025 -13.42(2)
7.833 0.73a 40.00s 1,090.1 0.00 -1.328 -14.30(2)
7.845 0.78a 42.00s 1,090.1 0.00 -1.635 -15.17(2)
7.847 0.83a 44.00s 1,090.1 0.00 -1.945 -16.02(2)
7.839 0.87a 46.00s 1,090.1 0.00 -2.257 -16.85(2)
7.822 0.92a 48.00s 1,090.1 0.00 -2.569 -17.66(2)
7.795 0.96a 50.00s 1,090.1 0.00 -2.880 -18.44(2)
7.760 1.01a 52.00s 1,090.1 0.00 -3.190…
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