Drawings Updated.pdf

REV. DATE APRD.

- 5/31/2024

DR. BY DES. BY CHK'D BY

MAS MDE

APRD. FOR THE DIR. - CH. DES. BR. SIZE REV.

DATE

SHEET: COVERMay 31, 2024 SCALE: AS SHOWN

WEIGHT ESTIMATERECOMMENDED - PROJ ENG.

M.D. EAYRE, P.E. NA

PROJECT NO. DRAWING NO.

M.R. NEWBORN, P.E. NA A 3289 907-B115-01 0

160' x 36' x 11'

REVISIONS

DESCRIPTION

Original Issue

MARINE DESIGN CENTER

1650 ARCH STREET

PHILADELPHIA, PA 19103

DEPARTMENT OF THE ARMY

MARINE DESIGN CENTER

CORPS OF ENGINEERS

CEMVK REVETMENT BARGE

Weight Estimate Summary LCG Ref: Headlog 0.00 Forward = Negative / Aft = Positive VCG Ref: Baseline 0.00 Bottom = 0 TCG Ref: Centerline Plane 0.00 Port = Negative / Starboard = Positive

Welding & Millage 2.5% Margin % 10.0%

Item Group Description Weight LCG TCG VCG 1 300 Structure 210.23 0.00 0.00 5.80 2 400 Outfit 35.72 0.00 0.00 9.10

Lightship 245.95 0.00 0.00 6.280

Lightship w/ Margin 276.69 0.00 0.00 6.437

Lightship GHS DRAFT: 1.75 FT. AT MS Lightship w/ Margin GHS DRAFT: 1.97 FT. AT MS

* VCG = 2.5% Margin

MARINE DESIGN CENTER

1650 Arch Street MDC PROJ: 3289 DATE: May. 2024

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

ITEM TAB DESCRIPTION WEIGHT (LB) WEIGHT (LT)

LCG

(FROM

MIDSHIPS,

NEGATIVE AFT) MOM (LCG) TCG

MOM

(TCG) VCG

MOM

(VCG)

1 307 Shell Plating 274,880.77 122.71 0.00 0.00 0.00 0.00 5.79 1590773.92

2 309 Transverse Structure 134,454.50 60.02 0.00 0.00 0.00 0.00 5.71 767389.42

3 311 Longitudinal Structure 61,262.26 27.35 0.00 0.00 0.00 0.00 6.09 373160.62

4 Winch Adjustment Weight to Match SolidWorks

319.41 0.14 0.00 0.00 0.00 0.00 0.00 0.00

SUB-TOTAL 470,916.94 210.23 0.00 0 0.00 0 5.80 2,731,324

CEMVK REVETMENT BARGE

300s

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

ITEM TAB DESCRIPTION WEIGHT (LB) WEIGHT (LT) LCG MOM (LCG) TCG MOM (TCG) VCG MOM (VCG) 1 405 Anode 0.00 0.00 0.00 0 0.00 0 0.00 0 2 406 Coating System 6,353.30 2.84 0.00 0 0.00 0 5.74 36,489 3 410 Towknee & Fendering 31,403.64 14.02 0.00 0 0.00 0 6.71 210,641 4 415 Manhole 951.81 0.42 0.00 0 0.00 0 11.00 10,470 5 420 Deck Fittings 4,496.00 2.01 0.00 0 0.00 0 12.13 54,528 6 427 Ladders 2,746.70 1.23 0.00 0 0.00 0 5.49 15,079 7 456 Winches 2,260.00 1.01 0.00 0 0.00 0 12.75 28,815 8 460 Hull Markings 245.82 0.11 0.00 0 0.00 0 0.00 1,558 9 498 Mat Placement Structure 31,553.01 14.09 0.00 0 0.00 0 11.75 370,748

SUB-TOTAL 80,010.28 35.72 0.00 0 0.00 0 9.10 728,328400

400s

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

Bottom Plate 3/8" PL 83,710.34 0.00 0 0.00 0 0.47 39,344

Side Plate 3/8" PL 76,796.53 0.00 0 0.00 0 6.16 473,067

Deck Plate w/ 3/4" Insert Plates 3/8" PL 85,918.25 0.00 0 0.00 0 11.11 954,552

12" Bilge Radius Plate w/Overlap 1/2" PL 17,200.09 0.00 0 0.00 0 0.89 15,308

Headlog Plate 5/8" PL 5,627.78 80.00 450,222 0.00 0 9.64 54,252

C. G. FROM MIDSHIP C. G. FROM CENTER C. G. ABOVE BASE

CEMVK REVETMENT BARGE

SWBS DESCRIPTION MATERIAL

Weight

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

C. G. FROM MIDSHIP C. G. FROM CENTER C. G. ABOVE BASE

CEMVK REVETMENT BARGE

SWBS DESCRIPTION MATERIAL

Weight

Transom Plate 5/8" PL 5,627.78 -80.00 -450,222 0.00 0 9.64 54,252

TOTAL 274,881 0 0 1,590,774

274,880.77 0 0 1,590,774 Welding & Millage

Margin

TOTAL 274,880.77 0 0 1,590,774

Long Tons 122.71 LCG 0.00 TCG 0.00 VCG 5.79

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

309 Frames # 0 - 4 (Rake) L5"x5"x3/8" L4"x3"x3/8"

3/8" PL

4,901.75 75.13 368,268 0.00 0 8.13 39,851

Frame # 5 - WT BHD 3/8" PL L4"x3"x3/8"

6,964.96 67.39 469,369 0.00 0 5.50 38,307

Frames # 6 - 8 L4"x3"x3/8"

3/8" PL

3,049.19 61.93 188,836 0.00 0 5.45 16,618

Frame # 9 - WT BHD 3/8" PL L4"x3"x3/8"

7,358.05 56.41 415,068 0.00 0 5.49 40,396

CEMVK REVETMENT BARGE

DESCRIPTION MATERIAL

Weight

SWBS

C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

DESCRIPTION MATERIAL

Weight

SWBS

C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Frames # 10 - 12 L4"x3"x3/8" L5"x5"x3/8"

3,155.42 50.94 160,737 0.00 0 5.62 17,733

Frame # 13 - WT BHD 3/8" PL L4"x3"x3/8"

7,358.05 45.41 334,129 0.00 0 5.49 40,396

Frames # 14 - 16 L4"x3"x3/8"

3/8" PL

3,049.19 39.93 121,754 0.00 0 5.45 16,618

Frame # 17 - WT BHD 3/8" PL L4"x3"x3/8"

7,358.05 34.41 253,191 0.00 0 5.49 40,396

DESCRIPTION MATERIAL

Weight

SWBS

C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Frames # 18 - 20 L4"x3"x3/8"

3/8" PL

3,049.19 28.93 88,213 0.00 0 5.45 16,618

Frame # 21 - TRUSS FP 14"x6"x1/2" FP 11"x5"x1/2" L5"x5"x3/8" L4"x3"x3/8" L8"x8"x5/8" L5"x5"x3/8"

3/8" PL

3,763.48 23.38 87,990 0.00 0 5.73 21,565

Frames # 22 - 24 L4"x3"x3/8"

3/8" PL

3,049.19 17.93 54,672 0.00 0 5.45 16,618

Frame # 25 - WT BHD L4"x3"x3/8"

3/8" PL

7,358.05 12.41 91,313 0.00 0 5.49 40,396

Frames # 26 & 27 L4"x3"x3/8"

3/8" PL

2,032.80 8.31 16,893 0.00 0 5.45 11,079

DESCRIPTION MATERIAL

Weight

SWBS

C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Frame # 28 - TRUSS FP 14"x6"x1/2" FP 11"x5"x1/2" L5"x5"x3/8" L4"x3"x3/8" L8"x8"x5/8" L5"x5"x3/8"

3/8" PL

3,763.48 4.13 15,543 0.00 0 5.73 21,565

Frames # 29 & 30 L4"x3"x3/8"

3/8" PL

2,032.80 0.00 0 0.00 0 5.45 11,079

Frame # 31 - TRUSS FP 14"x6"x1/2" FP 11"x5"x1/2" L5"x5"x3/8" L4"x3"x3/8" L8"x8"x5/8" L5"x5"x3/8"

3/8" PL

3,763.48 -4.13 -15,543 0.00 0 5.73 21,565

Frames # 32 - 33 L4"x3"x3/8"

2,032.80 -8.31 -16,893 0.00 0 5.45 11,079

DESCRIPTION MATERIAL

Weight

SWBS

C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Frame # 34 - WT BHD L4"x3"x3/8"

3/8" PL

7,358.05 -12.41 -91,313 0.00 0 5.49 40,396

Frames # 35 - 37 L4"x3"x3/8"

3/8" PL

3,049.19 -17.93 -54,672 0.00 0 5.45 16,618

Frame # 38 - TRUSS FP 14"x6"x1/2" FP 11"x5"x1/2" L5"x5"x3/8" L4"x3"x3/8" L8"x8"x5/8" L5"x5"x3/8"

3/8" PL

3,763.48 -23.38 -87,990 0.00 0 5.73 21,565

Frames # 39 - 41 L4"x3"x3/8"

3,049.19 -28.93 -88,213 0.00 0 5.45 16,618

DESCRIPTION MATERIAL

Weight

SWBS

C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Frame # 42 - WT BHD L4"x3"x3/8"

3/8" PL

7,358.05 -34.41 -253,191 0.00 0 5.49 40,396

Frames # 43 - 45 L4"x3"x3/8"

3/8" PL

3,049.19 -39.93 -121,754 0.00 0 5.45 16,618

Frame # 46 - WT BHD L4"x3"x3/8"

3/8" PL

7,358.05 -45.41 -334,129 0.00 0 5.49 40,396

Frames # 47 - 49 L4"x3"x3/8" L5"x5"x3/8"

3,155.42 -50.94 -160,737 0.00 0 5.62 17,733

DESCRIPTION MATERIAL

Weight

SWBS

C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Frame # 50 - WT BHD L4"x3"x3/8"

3/8" PL

7,358.05 -56.41 -415,068 0.00 0 5.49 40,396

Frames # 51 - 53 L4"x3"x3/8"

3/8" PL

3,049.19 -61.93 -188,836 0.00 0 5.45 16,618

Frame # 54 - WT BHD L4"x3"x3/8"

3/8" PL

6,964.96 -67.39 -469,369 0.00 0 5.50 38,307

Frames # 55 - 59 RAKE L5"x5"x3/8" L4"x3"x3/8"

3/8" PL

4,901.75 -75.13 -368,268 0.00 0 8.13 39,851

TOTAL 134,455 0 0 767,389

DESCRIPTION MATERIAL

Weight

SWBS

C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

134,454.50 0 0 767,389 Welding & Millage

Margin

TOTAL 134,454.50 0 0 767,389

Long Tons 60.02 LCG 0.00 TCG 0.00 VCG 5.71

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

311 NT Bulkhead's In Rake (FWD)

3/8" PL

3"x3/8" F.B. Coaming

5,394.90 73.98 399,115 0.00 0 7.26 39,167

311 NT CL Bulkhead

3/8" PL

3"x3/8" F.B. Coaming

19,981.23 0.00 0 0.00 0 5.50 109,897

311 6'-0" Off CL (STBD) Deck, FP 14"x6"x1/2" Botttom, FP 11"x5"x1/2"

7,612.74 0.00 0 6.09 46,362 5.99 45,600

311 12'-0" Off CL F.P. (STBD) Deck, FP 11"x5"x1/2" Botttom, FP 11"x5"x1/2"

6,735.12 0.00 0 12.08 81,360 5.52 37,178

C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

CEMVK REVETMENT BARGE

SWBS DESCRIPTION MATERIAL

Weight

LONGITUDINAL STRCUTURE

C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

SWBS DESCRIPTION MATERIAL

Weight

311 6'-0" Off CL F.P. (PORT) Deck, FP 14"x6"x1/2" Botttom, FP 11"x5"x1/2"

7,612.74 0.00 0 (6.09) -46,362 5.99 45,600

311 12'-0" Off CL F.P. (PORT) Deck, FP 11"x5"x1/2" Botttom, FP 11"x5"x1/2"

6,735.12 0.00 0 (12.08) -81,360 5.52 37,178

311 Deck Fitting Backup Structure F.B. 4"x3/8" L5"x5"x3/8"

1,795.51 0.00 0 0.00 0 10.79 19,374

311 NT Bulkhead's In Rake (AFT)

3/8" PL

3"x3/8" F.B. Coaming

5,394.90 -73.98 -399,115 0.00 0 7.26 39,167

TOTAL 61,262.26 0.00 0.00 373,160.62

61,262.26 0 0 373,161 Welding & Millage

Margin

TOTAL 61,262.26 0 0 373,161

27.35 LCG 0.00 TCG 0.00 VCG 6.09

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

Unit Weight LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

PPG (Amercoat) lb/ft² ft² 406 1st Coat, 12 mils 0.109 8336.70 910.11 0.00 0 0.00 0 1.68 1,532

2nd Coat, 2 mils 0.018 8336.70 151.69 0.00 0 0.00 0 1.68 255 1st Coat, 12 mils 0.109 1336.57 145.91 0.00 0 0.00 0 9.90 1,445 2nd Coat, 2 mils 0.018 1336.57 24.32 0.00 0 0.00 0 9.90 241 3rd Coat, 2 mils 0.018 1336.57 24.32 0.00 0 0.00 0 9.90 241 1st Coat, 5 mils 0.045 5497.40 250.06 0.00 0 0.00 0 11.08 2,771 2nd Coat, 5 mils 0.045 5497.40 250.06 0.00 0 0.00 0 11.08 2,771 3rd Coat, 2 mils 0.018 5497.40 100.02 0.00 0 0.00 0 11.08 1,108 1st Coat, 5 mils 0.045 5759.16 261.97 0.00 0 0.00 0 2.00 524 2nd Coat, 6 mils 0.055 5759.16 314.36 0.00 0 0.00 0 2.00 629 3rd Coat, 2 mils 0.023 5759.16 129.77 0.00 0 0.00 0 2.00 260 1st Coat, 5 mils 0.045 5497.40 250.06 0.00 0 0.00 0 11.08 2,771 2nd Coat, 15 mils 0.021 5497.40 113.80 0.00 0 0.00 0 11.08 1,261 3rd Coat, 2 mils 0.023 5497.40 123.87 0.00 0 0.00 0 11.08 1,372 1st Coat, 5 mils 0.045 350.00 15.92 0.00 0 0.00 0 11.50 183 2nd Coat, 5 mils 0.045 350.00 15.92 0.00 0 0.00 0 11.50 183 3rd Coat, 2 mils 0.018 350.00 6.37 0.00 0 0.00 0 11.50 73 1st Coat, 5 mils 0.045 22429.27 1,020.24 0.00 0 0.00 0 5.78 5,897 2nd Coat, 4 mils 0.036 22429.27 816.19 0.00 0 0.00 0 5.78 4,718 3rd Coat, 5 mils 0.045 22429.27 1,020.24 0.00 0 0.00 0 5.78 5,897 4th Coat, 2 mils 0.018 22429.27 408.10 0.00 0 0.00 0 5.78 2,359

TOTAL 6,353.30 0 0 36,489

CEMVK REVETMENT BARGE

COATING SYSTEM

SWBS DESCRIPTION MATERIAL

Quantity Weight C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Hull Exterior Below Waterline / Black / 17038

Hull Exterior Above Waterline / Black / 17038

Exterior Main Deck - Deck Barge / Deck Red / 10076

Alternative Non-Skid System (Aluminum Grit)

Alternative Non-Skid (Spread on From Can)

Deck Fittings /Matting Foundations - Yellow / 13655

Interior Hull - Voids - White / 27880

Plates - lb/ft² Angles & FBs - lb/ft

Plates - ft² Angles & FBs - ft

Unit Weight LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

SWBS DESCRIPTION MATERIAL

Quantity Weight C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Plates - lb/ft² Angles & FBs - lb/ft

Unit Weight LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

SWBS DESCRIPTION MATERIAL

Quantity Weight C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Plates - lb/ft² Angles & FBs - lb/ft

Plates - ft² Angles & FBs - ft

6,353.30 0 0 36,489 Welding & Millage 0.00 0 0 0

Margin 0.00 0 0 0

TOTAL 6,353.30 0 0 36,489

LT 2.84 LCG 0.00 TCG 0.00 VCG 5.74

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

410-01 Towknee Structure (4)

Rake Doubler Plate, 1" Towknee Pad Backer, 1" Top Plate, 1" Bottom Plate, 1" Side Plate, 1" Center Plate, 1" 35"x21"x1" Plate 24,613.95 0.00 0 0.00 0 6.02 148,176

410-02 Fendering Corner - 1x16 Steel Rub Bar 1" PL 6,789.69 0.00 0 0.00 0 9.20 62,465 Side - 1x16 Steel Rub Bar 1" PL (included in 307 tab) 0.00 0 0.00 0 5.48 0

TOTAL 31,403.64 0 0 210,641

31,403.64 0 0 210,641 Welding & Millage

Margin

TOTAL 31,403.64 0 0 210,641

14.02 LCG 0.00 TCG 0.00 VCG 6.71

CEMVK REVETMENT BARGE

SWBS ITEMS DESCRIPTION

Weight C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

Unit Weight LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

415 Hatches & Manhole Deck, 20"Dia. Aluminum BAIER, BFHR 20 A-S 28.00 22.00 616.00 0.00 0 0.00 0 11.00 6,776 Steel Ring BAIER, BFHR 20 A-S 11.00 22.00 242.00 0.00 0 0.00 0 11.00 2,662 Steel Chain 36" of 3/16" SS 1.26 22.00 27.81 0.00 0 0.00 0 11.00 306 SS Shackle est. 3.00 22.00 66.00 0.00 0 0.00 0 11.00 726

TOTAL 951.81 0 0 10,470

951.81 0 0 10,470 Welding & Millage

Margin

TOTAL 951.81 0 0 10,470

LT 0.42 LCG 0.00 TCG 0.00 VCG 11.00

CEMVK REVETMENT BARGE

MANHOLES

SWBS LOCATION MFR, MODEL

Quantity Weight C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Plates - lb/ft² Angles & FBs - lb/ft

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

Unit Weight LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

420 10" Double Bitt BAIER UMC-40 574.00 4.00 2,296.00 0.00 0 0.00 0 12.73 29,228 48" Kevel BAIER UMC-484 220.00 10.00 2,200.00 0.00 0 0.00 0 11.50 25,300

TOTAL 4,496.00 0 0 54,528

4,496.00 0 0 54,528 Welding & Millage 0.00 0 0 0

Margin 0.00 0 0 0

TOTAL 4,496.00 0 0 54,528

LT 2.01 LCG 0.00 TCG 0.00 VCG 12.13

CEMVK REVETMENT BARGE

DECK FITTINGS

SWBS ITEMS DESCRIPTION

Quantity Weight C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Plates - lb/ft² Angles & FBs - lb/ft

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

Unit Weight LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

427 Vertical Ladder Assembly 3/8" PL 3/4" Square Bar

124.85 22.00 2,746.70 0.00 0 0.00 0 5.49 15,079

TOTAL 2,746.70 0 0 15,079

2,746.70 0 0 15,079 Welding & Millage 0.00 0 0 0

Margin 0.00 0 0 0

TOTAL 2,746.70 0 0 15,079

LT 1.23 LCG 0.00 TCG 0.00 VCG 5.49

CEMVK REVETMENT BARGE

VERTICAL LADDER

SWBS ITEMS DESCRIPTION

Quantity Weight C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Plates - lb/ft² Angles & FBs - lb/ft

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

Unit Weight LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

456 Winches, est. Nabrico FASST 40 565.00 4.00 2,260.00 0.00 0 0.00 0 12.75 28,815 Winch Wire 7/8" 1.42 320.00 0.00 0 0.00 0 12.75 0 Pivoting Device est. 100.00 4.00 0.00 0 0.00 0 12.00 0

TOTAL 2,260.00 0 0 28,815

2,260.00 0 0 28,815 Welding & Millage

Margin

TOTAL 2,260.00 0 0 28,815

LT 1.01 LCG 0.00 TCG 0.00 VCG 12.75

CEMVK REVETMENT BARGE

WINCHES

SWBS ITEMS DESCRIPTION

Quantity Weight C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Plates - lb/ft² Angles & FBs - lb/ft

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

Unit Weight LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

460 Vessel Names, 4 sets 10" x 1/4" 21.42 4.00 85.68 0.00 0 0.00 0 7.00 600 Owners Mark, 2 sets 10" x 1/4" 39.27 2.00 78.54 0.00 0 0.00 0 7.00 550 Draft Marks, 4 sets 6" x 1/4" 20.40 4.00 81.60 0.00 0 0.00 0 5.00 408

Included in 307 tab TOTAL 245.82 0 0 1,558

245.82 0 0 1,558 Welding & Millage 0.00 0 0 0

Margin 0.00 0 0 0

TOTAL 245.82 0 0 1,558

LT 0.11 LCG 0.00 TCG 0.00 VCG 6.34

C. G. ABOVE BASE

CEMVK REVETMENT BARGE

HULL MARKINGS

SWBS ITEMS DESCRIPTION

Quantity Weight C. G. FROM MIDSHIPS C. G. FROM CENTER

Plates - lb/ft² Angles & FBs - lb/ft

Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

Unit Weight LEVER LONG'L LEVER TRANSV. LEVER VERTICAL

Pounds Feet, + aft MOMENTS Feet, + stbd MOMENTS Feet MOMENTS

550 Mat Support FP 14"x6"x3/8"

3/8" PL

31,553.01 0.00 0 0.00 0 11.75 370,748

TOTAL 31,553.01 0 0 370,748

31,553.01 0 0 370,748 Welding & Millage

Margin

TOTAL 31,553.01 0 0 370,748

LT 14.09 LCG 0.00 TCG 0.00 VCG 11.75

CEMVK REVETMENT BARGE

MAT PLACEMENT STRUCTURE

SWBS ITEMS DESCRIPTION

Quantity Weight C. G. FROM MIDSHIPS C. G. FROM CENTER C. G. ABOVE BASE

Plates - lb/ft² Angles & FBs - lb/ft

- 5/15/2024

DR. BY DES. BY CHK'D BY

MDE

APRD. FOR THE DIR. - CH. DES. BR. SIZE REV.

DATE

SHEET: COVERMay 15, 2024

CEMVK REVETMENT BARGE

SCALE: AS SHOWN

A 3289

DRAWING NO.

M.R. NEWBORN, P.E. NA

M.D. EAYRE, P.E. NA

0907-B125-01

MARINE DESIGN CENTER

1650 ARCH STREET

PHILADELPHIA, PA 19103

RECOMMENDED - PROJ ENG.

MARINE DESIGN CENTER

CORPS OF ENGINEERS

160' x 36' x 11'

DEPARTMENT OF THE ARMY

PROJECT NO.

HYDROSTATIC CALCULATIONS

REVISIONS

DESCRIPTION

Original Issue

907-B125-01 May 2024

CEMVK REVETMENT BARGE

HYDROSTATICS CALCULATIONS

TABLE OF CONTENTS

ITEM PAGE

INTRODUCTORY NOTES 2

DEFINITIONS 3

TABLE OF HYDROSTATICS 4

HYDROSTATIC CURVES 7

TABLE OF HYDROSTATICS w/Cb, Cp, and Cf 8

HYDROSTATIC CURVES w/Cb, Cp, and Cf 11

INTRODUCTORY NOTES

Applicability

This information is applicable to the following vessel:

MDC Project Number

MDC Hull Number

Vessel Name

3289 907 TBD

The vessel is a deck cargo revetment barge, intended for river and intracoastal waterway service.

Notes

The hydrostatic calculations are based on the actual displacement, including shell plating.

The calculations are for fresh water, specific gravity 1.000

The calculations assume no trim and no heel.

All weight units are long tons, equal to 2240 pounds.

All length units, unless noted, are in feet-inch.

The “f” and “a” suffixes to the table values indicate positions forward or aft of Midships.

DEFINITIONS

BPL: Baseplane, the horizontal plane of the bottom of the vessel.

KML: Distance in feet from the BPL to the longitudinal metacenter.

KMT: Distance in feet from the BPL to the transverse metacenter.

LCF: Longitudinal Center of Flotation, in feet from Midships.

LCB: Longitudinal Center of Buoyancy, in feet from Midships.

Midships: The longitudinal center of the Vessel.

Moment / In Trim: The moment required to trim the vessel by one inch.

Trim: The difference between drafts at the forward and aft ends of the vessel.

VCB: Vertical Center of Buoyancy, in feet above the baseplane.

Weight / Inch: The amount of weight required to sink the vessel by one inch.

Cb Block Coefficient.

Cp Prismatic Coefficient.

Cf Waterplane Coefficient.

05/15/24 14:45:20 U.S. Army Corps of Engineers Page 4

GHS 17.58 3532 CEMVK REVETMENT BARGES 160' X 36' X 11'

HYDROSTATIC PROPERTIES

No Trim, No Heel, Fixed VCG = 0.00

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----KML-----KMT

1' 0 138.07 0.00 0.51 11.85 0.00 124.11 1725.8 111.70 1' 1 149.93 0.00 0.55 11.87 0.00 124.78 1598.0 103.09 1' 2 161.82 0.00 0.59 11.89 0.00 125.41 1488.0 95.78 1' 3 173.72 0.00 0.63 11.91 0.00 126.03 1392.9 89.45 1' 4 185.64 0.00 0.68 11.93 0.00 126.64 1309.8 83.93 1' 5 197.58 0.00 0.72 11.95 0.00 127.25 1236.5 79.07 1' 6 209.54 0.00 0.76 11.97 0.00 127.87 1171.6 74.76 1' 7 221.52 0.00 0.80 11.99 0.00 128.49 1113.6 70.92 1' 8 233.52 0.00 0.84 12.01 0.00 129.10 1061.5 67.46 1' 9 245.54 0.00 0.89 12.03 0.00 129.72 1014.4 64.35 1'10 257.57 0.00 0.93 12.04 0.00 130.20 970.5 61.47 1'11 269.62 0.00 0.97 12.06 0.00 130.74 931.0 58.89 2' 0 281.69 0.00 1.01 12.07 0.00 131.27 894.7 56.53 2' 1 293.77 0.00 1.06 12.09 0.00 131.79 861.4 54.36 2' 2 305.86 0.00 1.10 12.10 0.00 132.32 830.6 52.36 2' 3 317.98 0.00 1.14 12.12 0.00 132.85 802.2 50.52 2' 4 330.10 0.00 1.18 12.14 0.00 133.39 775.8 48.81 2' 5 342.25 0.00 1.23 12.15 0.00 133.92 751.3 47.23 2' 6 354.41 0.00 1.27 12.17 0.00 134.46 728.4 45.75 2' 7 366.58 0.00 1.31 12.18 0.00 135.00 707.1 44.37 2' 8 378.77 0.00 1.35 12.20 0.00 135.54 687.1 43.08 2' 9 390.98 0.00 1.39 12.21 0.00 135.97 667.7 41.85 2'10 403.20 0.00 1.44 12.23 0.00 136.52 650.1 40.72 2'11 415.43 0.00 1.48 12.24 0.00 137.07 633.5 39.65 3' 0 427.68 0.00 1.52 12.26 0.00 137.62 617.8 38.65 3' 1 439.95 0.00 1.56 12.28 0.00 138.16 603.0 37.71 3' 2 452.23 0.00 1.61 12.29 0.00 138.72 588.9 36.81 3' 3 464.53 0.00 1.65 12.31 0.00 139.27 575.6 35.97 3' 4 476.85 0.00 1.69 12.32 0.00 139.83 563.0 35.17 3' 5 489.18 0.00 1.73 12.34 0.00 140.38 551.0 34.41 3' 6 501.52 0.00 1.78 12.35 0.00 140.94 539.6 33.69 3' 7 513.88 0.00 1.82 12.37 0.00 141.51 528.7 33.01 3' 8 526.26 0.00 1.86 12.38 0.00 141.96 517.9 32.34 3' 9 538.65 0.00 1.90 12.40 0.00 142.52 508.0 31.72 3'10 551.05 0.00 1.95 12.41 0.00 143.10 498.6 31.13 3'11 563.47 0.00 1.99 12.43 0.00 143.66 489.5 30.56 4' 0 575.91 0.00 2.03 12.45 0.00 144.23 480.9 30.02 4' 1 588.37 0.00 2.07 12.46 0.00 144.81 472.6 29.51 4' 2 600.83 0.00 2.12 12.48 0.00 145.38 464.6 29.02 4' 3 613.32 0.00 2.16 12.49 0.00 145.96 456.9 28.55 4' 4 625.82 0.00 2.20 12.51 0.00 146.54 449.6 28.10 4' 5 638.33 0.00 2.24 12.52 0.00 147.12 442.5 27.67 4' 6 650.87 0.00 2.29 12.54 0.00 147.71 435.7 27.25 4' 7 663.41 0.00 2.33 12.55 0.00 148.18 428.8 26.84 4' 8 675.97 0.00 2.37 12.57 0.00 148.76 422.5 26.45 4' 9 688.55 0.00 2.41 12.58 0.00 149.36 416.5 26.09 4'10 701.14 0.00 2.46 12.60 0.00 149.94 410.6 25.74 4'11 713.75 0.00 2.50 12.62 0.00 150.53 404.9 25.40

05/15/24 14:45:20 U.S. Army Corps of Engineers Page 5

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----KML-----KMT

5' 0 726.37 0.00 2.54 12.63 0.00 151.13 399.5 25.07 5' 1 739.01 0.00 2.59 12.65 0.00 151.73 394.2 24.76 5' 2 751.66 0.00 2.63 12.66 0.00 152.32 389.1 24.45 5' 3 764.33 0.00 2.67 12.68 0.00 152.92 384.1 24.16 5' 4 777.02 0.00 2.71 12.69 0.00 153.53 379.4 23.88 5' 5 789.72 0.00 2.76 12.71 0.00 154.00 374.4 23.59 5' 6 802.44 0.00 2.80 12.72 0.00 154.62 370.0 23.34 5' 7 815.17 0.00 2.84 12.74 0.00 155.23 365.6 23.08 5' 8 827.91 0.00 2.89 12.75 0.00 155.84 361.4 22.84 5' 9 840.68 0.00 2.93 12.77 0.00 156.45 357.3 22.61 5'10 853.45 0.00 2.97 12.79 0.00 157.07 353.4 22.38 5'11 866.25 0.00 3.01 12.80 0.00 157.69 349.5 22.16 6' 0 879.06 0.00 3.06 12.82 0.00 158.30 345.8 21.95 6' 1 891.88 0.00 3.10 12.83 0.00 158.92 342.1 21.74 6' 2 904.72 0.00 3.14 12.85 0.00 159.54 338.6 21.54 6' 3 917.58 0.00 3.19 12.87 0.00 160.17 335.2 21.35 6' 4 930.45 0.00 3.23 12.88 0.00 160.67 331.5 21.15 6' 5 943.34 0.00 3.27 12.89 0.00 161.31 328.3 20.97 6' 6 956.24 0.00 3.31 12.91 0.00 161.94 325.2 20.80 6' 7 969.15 0.00 3.36 12.93 0.00 162.57 322.1 20.63 6' 8 982.09 0.00 3.40 12.94 0.00 163.20 319.1 20.47 6' 9 995.04 0.00 3.44 12.96 0.00 163.84 316.1 20.31 6'10 1,008.00 0.00 3.49 12.97 0.00 164.48 313.3 20.16 6'11 1,020.98 0.00 3.53 12.99 0.00 165.12 310.5 20.01 7' 0 1,033.97 0.00 3.57 13.00 0.00 165.76 307.8 19.87 7' 1 1,046.99 0.00 3.62 13.02 0.00 166.41 305.2 19.73 7' 2 1,060.01 0.00 3.66 13.04 0.00 167.06 302.6 19.59 7' 3 1,073.05 0.00 3.70 13.05 0.00 167.58 299.8 19.45 7' 4 1,086.11 0.00 3.75 13.06 0.00 168.23 297.4 19.32 7' 5 1,099.18 0.00 3.79 13.08 0.00 168.89 295.0 19.20 7' 6 1,112.27 0.00 3.83 13.10 0.00 169.54 292.7 19.08 7' 7 1,125.37 0.00 3.87 13.11 0.00 170.20 290.4 18.97 7' 8 1,138.49 0.00 3.92 13.13 0.00 170.86 288.1 18.86 7' 9 1,151.62 0.00 3.96 13.14 0.00 171.52 286.0 18.75 7'10 1,164.77 0.00 4.00 13.16 0.00 172.18 283.8 18.64 7'11 1,177.94 0.00 4.05 13.17 0.00 172.84 281.7 18.54 8' 0 1,191.12 0.00 4.09 13.19 0.00 173.51 279.7 18.44 8' 1 1,204.32 0.00 4.13 13.21 0.00 174.19 277.7 18.34 8' 2 1,217.53 0.00 4.18 13.22 0.00 174.71 275.5 18.24 8' 3 1,230.75 0.00 4.22 13.23 0.00 175.37 273.6 18.15 8' 4 1,244.00 0.00 4.26 13.25 0.00 176.03 271.7 18.06 8' 5 1,257.25 0.00 4.31 13.26 0.00 176.68 269.8 17.97 8' 6 1,270.52 0.00 4.35 13.28 0.00 177.34 268.0 17.89 8' 7 1,283.81 0.00 4.39 13.29 0.00 178.00 266.2 17.81 8' 8 1,297.11 0.00 4.44 13.31 0.00 178.66 264.5 17.73 8' 9 1,310.43 0.00 4.48 13.32 0.00 179.32 262.7 17.65 8'10 1,323.76 0.00 4.52 13.34 0.00 179.99 261.1 17.58 8'11 1,337.11 0.00 4.57 13.36 0.00 180.67 259.4 17.51 9' 0 1,350.47 0.00 4.61 13.37 0.00 181.33 257.8 17.44 9' 1 1,363.84 0.00 4.65 13.37 0.00 181.47 255.5 17.35

05/15/24 14:45:20 U.S. Army Corps of Engineers Page 6

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----KML-----KMT

9' 2 1,377.21 0.00 4.70 13.37 0.00 181.54 253.1 17.27 9' 3 1,390.59 0.00 4.74 13.37 0.00 181.61 250.8 17.20 9' 4 1,403.96 0.00 4.78 13.37 0.00 181.68 248.5 17.12 9' 5 1,417.33 0.00 4.83 13.37 0.00 181.75 246.2 17.05 9' 6 1,430.70 0.00 4.87 13.37 0.00 181.81 244.0 16.98 9' 7 1,444.08 0.00 4.91 13.37 0.00 181.88 241.8 16.91 9' 8 1,457.45 0.00 4.96 13.37 0.00 181.95 239.7 16.84 9' 9 1,470.82 0.00 5.00 13.37 0.00 182.01 237.6 16.78 9'10 1,484.20 0.00 5.04 13.37 0.00 182.08 235.5 16.71 9'11 1,497.57 0.00 5.09 13.37 0.00 182.15 233.5 16.65

10' 0 1,510.94 0.00 5.13 13.37 0.00 182.22 231.6 16.59 10' 1 1,524.31 0.00 5.17 13.37 0.00 182.29 229.6 16.54 10' 2 1,537.69 0.00 5.22 13.37 0.00 182.36 227.7 16.48 10' 3 1,551.06 0.00 5.26 13.37 0.00 182.43 225.8 16.43 10' 4 1,564.43 0.00 5.30 13.37 0.00 182.50 224.0 16.37 10' 5 1,577.80 0.00 5.35 13.37 0.00 182.58 222.2 16.32 10' 6 1,591.18 0.00 5.39 13.37 0.00 182.65 220.4 16.27 10' 7 1,604.54 0.00 5.43 13.36 0.00 182.61 218.5 16.20 10' 8 1,617.90 0.00 5.47 13.35 0.00 182.56 216.7 16.13 10' 9 1,631.24 0.00 5.52 13.32 0.00 182.34 214.6 16.01 Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Trim is per 160.00Ft Draft is from Baseline.

05/15/24 14:45:20 U.S. Army Corps of Engineers Page 7

H Y D R O S T A T I C

P R O P E R T I E S a t

L E V E L

T R I M

Baseline Draft

A f t

L C B L C F

S c a l e

F T

F w d

G e n e r a l

S c a l e

D i s p l a c e m e n t

L T

L C B u s e t o p s c a l e

V C B

K B

F T

I m m e r s i o n

L T I N

W P A

S q F T

L C F u s e t o p s c a l e

M o m e n t T r i m

F T L T I N

K M L

F T

K M T

F T

S p e c i f i c

G r a v i t y

A s s u m e d

K G

F T

T r i m i s p e r

F T

K

B a s e l i n e

05/15/24 14:45:20 U.S. Army Corps of Engineers Page 8

CURVES OF FORM

HULL.C Component of Part HULL

Trim: zero Heel: zero Ref Pt Volume Block Displ/ WaterPl MaxSect PrismaticCoefs Depth-----(Cu Ft)----Coef---Length----Coef----Coef----Long----Vert 1' 0 4954 0.970 49.6 1.000 0.987 0.983 0.971 1' 1 5380 0.971 53.6 1.000 0.988 0.982 0.971 1' 2 5806 0.971 57.5 1.000 0.989 0.982 0.972 1' 3 6233 0.972 61.5 1.000 0.990 0.982 0.972 1' 4 6661 0.972 65.4 1.000 0.991 0.981 0.972 1' 5 7090 0.972 69.3 1.000 0.991 0.981 0.973 1' 6 7519 0.972 73.1 1.000 0.992 0.981 0.973 1' 7 7949 0.972 77.0 1.000 0.992 0.980 0.972 1' 8 8379 0.972 80.8 1.000 0.992 0.980 0.972 1' 9 8810 0.972 84.5 1.000 0.993 0.979 0.972 1'10 9242 0.972 88.3 1.000 0.993 0.979 0.972 1'11 9674 0.972 92.1 1.000 0.993 0.978 0.972 2' 0 10107 0.972 95.8 1.000 0.994 0.978 0.972 2' 1 10541 0.972 99.5 1.000 0.994 0.978 0.972 2' 2 10975 0.972 103.2 1.000 0.994 0.977 0.972 2' 3 11409 0.971 106.9 1.000 0.994 0.977 0.972 2' 4 11845 0.971 110.6 1.000 0.995 0.977 0.971 2' 5 12280 0.971 114.2 1.000 0.995 0.976 0.971 2' 6 12717 0.971 117.8 1.000 0.995 0.976 0.971 2' 7 13153 0.970 121.4 1.000 0.995 0.975 0.971 2' 8 13591 0.970 124.9 1.000 0.995 0.975 0.970 2' 9 14029 0.970 128.5 1.000 0.995 0.974 0.970 2'10 14467 0.970 132.0 1.000 0.996 0.974 0.970 2'11 14906 0.969 135.5 1.000 0.996 0.973 0.969 3' 0 15346 0.969 138.9 1.000 0.996 0.973 0.969 3' 1 15786 0.968 142.4 1.000 0.996 0.972 0.969 3' 2 16227 0.968 145.8 1.000 0.996 0.972 0.968 3' 3 16668 0.968 149.2 1.000 0.996 0.971 0.968 3' 4 17110 0.967 152.6 1.000 0.996 0.971 0.967 3' 5 17552 0.967 156.0 1.000 0.996 0.970 0.967 3' 6 17995 0.966 159.3 1.000 0.996 0.970 0.967 3' 7 18439 0.966 162.6 1.000 0.996 0.969 0.966 3' 8 18883 0.966 165.9 1.000 0.997 0.969 0.966 3' 9 19327 0.965 169.2 1.000 0.997 0.968 0.965 3'10 19773 0.965 172.4 1.000 0.997 0.968 0.965 3'11 20218 0.964 175.6 1.000 0.997 0.967 0.965 4' 0 20665 0.964 178.9 1.000 0.997 0.967 0.964 4' 1 21111 0.963 182.0 1.000 0.997 0.966 0.964 4' 2 21559 0.963 185.2 1.000 0.997 0.966 0.963 4' 3 22007 0.962 188.4 1.000 0.997 0.965 0.963 4' 4 22455 0.962 191.5 1.000 0.997 0.965 0.962 4' 5 22904 0.962 194.6 1.000 0.997 0.964 0.962 4' 6 23354 0.961 197.7 1.000 0.997 0.964 0.961 4' 7 23804 0.961 200.7 1.000 0.997 0.963 0.961 4' 8 24255 0.960 203.8 1.000 0.997 0.963 0.960 4' 9 24706 0.960 206.8 1.000 0.997 0.962 0.960 4'10 25158 0.959 209.8 1.000 0.997 0.962 0.959

05/15/24 14:45:20 U.S. Army Corps of Engineers Page 9

Ref Pt Volume Block Displ/ WaterPl MaxSect PrismaticCoefs Depth-----(Cu Ft)----Coef---Length----Coef----Coef----Long----Vert 4'11 25610 0.959 212.8 1.000 0.997 0.961 0.959 5' 0 26063 0.958 215.8 1.000 0.997 0.961 0.958 5' 1 26517 0.958 218.7 1.000 0.998 0.960 0.958 5' 2 26971 0.957 221.7 1.000 0.998 0.960 0.957 5' 3 27425 0.957 224.6 1.000 0.998 0.959 0.957 5' 4 27881 0.956 227.5 1.000 0.998 0.959 0.956 5' 5 28336 0.956 230.3 1.000 0.998 0.958 0.956 5' 6 28793 0.955 233.2 1.000 0.998 0.957 0.956 5' 7 29249 0.955 236.0 1.000 0.998 0.957 0.955 5' 8 29707 0.954 238.8 1.000 0.998 0.956 0.955 5' 9 30165 0.954 241.6 1.000 0.998 0.956 0.954 5'10 30623 0.953 244.4 1.000 0.998 0.955 0.954 5'11 31082 0.953 247.2 1.000 0.998 0.955 0.953 6' 0 31542 0.952 249.9 1.000 0.998 0.954 0.953 6' 1 32002 0.952 252.7 1.000 0.998 0.954 0.952 6' 2 32463 0.951 255.4 1.000 0.998 0.953 0.951 6' 3 32924 0.951 258.1 1.000 0.998 0.953 0.951 6' 4 33386 0.950 260.8 1.000 0.998 0.952 0.951 6' 5 33848 0.950 263.4 1.000 0.998 0.952 0.950 6' 6 34311 0.949 266.1 1.000 0.998 0.951 0.950 6' 7 34775 0.949 268.7 1.000 0.998 0.951 0.949 6' 8 35239 0.948 271.3 1.000 0.998 0.950 0.949 6' 9 35703 0.948 273.9 1.000 0.998 0.950 0.948 6'10 36168 0.947 276.5 1.000 0.998 0.949 0.948 6'11 36634 0.947 279.0 1.000 0.998 0.949 0.947 7' 0 37100 0.946 281.6 1.000 0.998 0.948 0.947 7' 1 37567 0.946 284.1 1.000 0.998 0.948 0.946 7' 2 38035 0.945 286.6 1.000 0.998 0.947 0.946 7' 3 38503 0.945 289.1 1.000 0.998 0.947 0.945 7' 4 38971 0.944 291.6 1.000 0.998 0.946 0.945 7' 5 39440 0.944 294.0 1.000 0.998 0.946 0.944 7' 6 39910 0.943 296.5 1.000 0.998 0.945 0.944 7' 7 40380 0.943 298.9 1.000 0.998 0.945 0.943 7' 8 40851 0.943 301.3 1.000 0.998 0.944 0.943 7' 9 41322 0.942 303.7 1.000 0.998 0.944 0.942 7'10 41794 0.942 306.1 1.000 0.998 0.943 0.942 7'11 42266 0.941 308.5 1.000 0.998 0.943 0.941 8' 0 42739 0.941 310.8 1.000 0.998 0.942 0.941 8' 1 43213 0.940 313.2 1.000 0.998 0.942 0.940 8' 2 43687 0.940 315.5 1.000 0.998 0.941 0.940 8' 3 44161 0.939 317.9 1.000 0.998 0.941 0.939 8' 4 44636 0.939 320.2 1.000 0.998 0.940 0.939 8' 5 45112 0.938 322.5 1.000 0.998 0.940 0.938 8' 6 45588 0.938 324.8 1.000 0.999 0.939 0.938 8' 7 46065 0.937 327.1 1.000 0.999 0.939 0.938 8' 8 46542 0.937 329.4 1.000 0.999 0.938 0.937 8' 9 47020 0.936 331.7 1.000 0.999 0.938 0.937 8'10 47498 0.936 333.9 1.000 0.999 0.937 0.936 8'11 47977 0.936 336.2 1.000 0.999 0.937 0.936 9' 0 48457 0.935 338.4 1.000 0.999 0.936 0.935 9' 1 48936 0.935 341.3 1.000 0.999 0.937 0.936

05/15/24 14:45:20 U.S. Army Corps of Engineers Page 10

Ref Pt Volume Block Displ/ WaterPl MaxSect PrismaticCoefs Depth-----(Cu Ft)----Coef---Length----Coef----Coef----Long----Vert 9' 2 49416 0.936 344.6 1.000 0.999 0.937 0.936 9' 3 49896 0.936 348.0 1.000 0.999 0.938 0.937 9' 4 50376 0.937 351.3 1.000 0.999 0.938 0.937 9' 5 50856 0.938 354.7 1.000 0.999 0.939 0.938 9' 6 51336 0.938 358.0 1.000 0.999 0.939 0.938 9' 7 51815 0.939 361.4 1.000 0.999 0.940 0.939 9' 8 52295 0.939 364.7 1.000 0.999 0.940 0.940 9' 9 52775 0.940 368.1 1.000 0.999 0.941 0.940 9'10 53255 0.940 371.4 1.000 0.999 0.941 0.941 9'11 53735 0.941 374.8 1.000 0.999 0.942 0.941

10' 0 54215 0.941 378.1 1.000 0.999 0.942 0.942 10' 1 54694 0.942 381.5 1.000 0.999 0.943 0.942 10' 2 55174 0.942 384.8 1.000 0.999 0.943 0.943 10' 3 55654 0.943 388.1 1.000 0.999 0.944 0.943 10' 4 56134 0.943 391.5 1.000 0.999 0.944 0.943 10' 5 56614 0.944 394.8 1.000 0.999 0.945 0.944 10' 6 57094 0.944 398.2 1.000 0.999 0.945 0.944 10' 7 57573 0.944 401.5 0.999 0.999 0.946 0.946 10' 8 58052 0.945 404.9 0.998 0.999 0.946 0.947 10' 9 58531 0.945 408.2 0.996 0.999 0.946 0.949

Distances in FEET.---Length is true waterline.----------------------- HULL Reference Point: Long.= 0.00 Trans.= 0.00 Vert.= 0.00

05/15/24 14:45:20 U.S. Army Corps of Engineers Page 11

C U R V E S o f

F O R M

H U L L C

C o m p o n e n t o f

P a r t

H U L L

Depth in FEET

C o e f f i c i e n t

S c a l e

G e n e r a l

S c a l e

V o l u m e

C U F T

B l o c k

C o e f

D i s p l L e n g t h

R a t i o

W a t e r p l a n e

C o e f

M a x i m u m

S e c t i o n

C o e f

L o n g

P r i s m a t i c

V e r t i c a l

P r i s m a t i c

D e p t h i s r e l a t i v e t o

H U L L

R e f e r e n c e

P o i n t

- 3/18/2025

Appendix.

GHS print files.

DR. BY DES. BY CHK'D BY

WJL

APRD. FOR THE DIR. - CH. HULL. BR. SIZE REV.

DATE

SHEET: COVERMarch 18, 2025

CEMVK REVETMENT BARGE

SCALE: AS SHOWN

A 3532

DRAWING NO.

M.D. Eayre, P.E. NA -907-B150-01

MARINE DESIGN CENTER

100 PENN SQUARE EAST

PHILADELPHIA, PA 19107

RECOMMENDED - PROJ ENG.

MARINE DESIGN CENTER

CORPS OF ENGINEERS

160' x 36' x 11'

DEPARTMENT OF THE ARMY

PROJECT NO.

DAMAGE STABILITY

REVISIONS

DESCRIPTION

Original Issue

907-B150-01 March 2025

CEMVK REVETMENT BARGE

DAMAGE STABILITY CALCULATIONS

TABLE OF CONTENTS

TITLE PAGE

EXECUTIVE SUMMARY 2

INTRODUCTION 2

DEFINITIONS 3

APPLICABLE DAMAGE STABILITY REQUIREMENTS 4

CALCULATION NOTES 5

DAMAGE STABILITY SUMMARY – LIGHTSHIP CONDITION 6

DAMAGE STABILITY SUMMARY – FULLY LOADED CARGO CONDITION 6

APPENDIX – DAMAGE STABILITY GHS RESULTS

EXECUTIVE SUMMARY

For loading conditions and single compartment damage scenarios, the deck cargo barge has satisfactory damage stability properties.

INTRODUCTION

Applicability

This information is applicable to the following vessel:

MDC Project Number

MDC Hull Number

Vessel Name

3532 907 TBD

The vessel is a deck cargo revetment barge, intended for river and intracoastal waterway service.

Purpose

This report aims to demonstrate that the vessel satisfies the damage stability criteria defined by the sailing as the lightship and fully loaded conditions.

Principal Particulars

The vessel has the following characteristics:

Length Overall, molded 160’-0”

Beam, molded 36’-0”

Depth at side, molded 11’-0”

Lightship* Weight Est. 245.30 LT Coating Est. 2.84 LT

LS LCG 0.00’ Aft of Midships LS TCG 0.00’ to Starboard LS VCG 6.32’ above Baseline

Weight Est. w/12.5% Margin 279.16 LT LS LCG 0.00’ Aft of Midships LS TCG 0.00’ to Starboard LS VCG w/2.5% Margin 6.47’ above Baseline

*See Calculation Notes.

DEFINITIONS

DISPL Total Displacement in long tons (2240 pounds)

LS Lightship

Draft at FP Draft at Forward Perpendicular in feet

Draft at MS Draft Amidships in feet

Draft at AP Draft at After Perpendicular in feet

VCG Vertical Center of gravity position above Baseline in feet

LCG Longitudinal Center of gravity position from Midships in feet

TCG Transverse Center of gravity position from Centerline in feet

VCB Vertical Center of buoyancy position above Baseline in feet

LCB Longitudinal Center of buoyancy position from Midships in feet

TCB Transverse Center of buoyancy position from Centerline in feet

LCF Longitudinal Center of flotation position from Midships in feet

KMT Transverse metacenter position above Baseline in feet

KML Longitudinal metacenter position above Baseline in feet

MTI Moment to alter trim one inch in foot-long tons

TPI Long tons per inch immersion

GMT Transverse metacentric height in feet

GML Longitudinal metacentric height in feet

APPLICABLE DAMAGE STABILITY REQUIREMENTS

References

1. 46 CFR Subchapter S – Subdivision and Stability

2. Report 907-B125-01, Hydrostatic Calculations

3. Report 907-B155-01, Intact Stability Calculations

Criteria

MDC has applied the following criteria to ensure the vessel will survive single compartment damage, remain upright and floating, maintain positive GM (transverse metacentric height). The criteria applied are:

In the full load condition, each barge will meet a one compartment damaged stability standard where:

• After breaching any one compartment, the deck edge will have positive freeboard.

• The vessel may be damaged from the side or bottom.

• The initial draft and trim of the vessel will be in accordance with the operating condition.

CALCULATION NOTES

1. The calculations are based on the vessel’s molded dimensions as constructed.

2. All distances are measured from Midships, Baseline, and Centerline. Aft, Starboard, and

Upwards are considered the positive directions.

3. The calculations are for fresh water, specific gravity 1.000

4. All weight units are long tons, equal to 2240 pounds

5. All length units, unless noted, are in feet.

6. The barge does not have downflooding points.

7. The lightship information is from MDC's most recently updated SolidWorks model as of

March 13, 2025.

8. The analyzed loading conditions are as follows:

• Lightship with timbers (500 Lbs.)

• Fully Loaded Cargo (961.16 LT – 23 lower mats and 22 upper mats with timbers)

9. The revetment barge departs in fully loaded cargo condition and arrives (returns) in lightship condition.

10. GHS computer software (Creative Systems Inc., Port Townsend, WA (360) 385-6212) was used extensively in the development of this document.

DAMAGE STABILITY CALCULATIONS – SUMMARY

Criteria: The vessel shall survive single-compartment damage as below.

i. Kept positive freeboard at the deck edge

ii. Maintained positive GM, and

iii. Remained upright and floating

Barge Condition: Lightship w/Timbers

Damaged Compartment Min. Freeboard

> 0 Ft GM at Equilibrium

> 0 Ft Trim (degrees)

NO DAMAGE 8.87 50.48 0.00

0FwdRake.C 8.69 48.70 0.11 F

1VOID.C 8.24 46.71 0.38 F

2VOID.C 8.35 46.70 0.30 F

3VOID.C 8.45 46.67 0.22 F

4VOID.C 8.20 42.88 0.27 F

5VOID.C 8.49 41.91 0.00

6VOID.C 8.21 42.88 0.27 A

7VOID.C 8.45 46.64 0.21 A

8 VOID.C 8.36 46.70 0.29 A

9 VOID.C 8.25 46.71 0.37 A

10AftRake.C 8.70 48.71 0.11 A

Barge Condition: Fully Loaded Cargo, Both Levels of Mats w/Timbers

Damaged Compartment Min. Freeboard

> 0 Ft GM at Equilibrium

> 0 Ft Trim (degrees)

NO DAMAGE 2.55 4.34 0.00

0FwdRake.C 0.91 3.47 0.98 F

1VOID.C 0.50 3.77 1.17 F

2VOID.C 0.83 3.78 0.91 F

3VOID.C 1.12 3.80 0.69 F

4VOID.C 0.24 3.29 0.85 F

5VOID.C 1.11 3.19 0.00

6VOID.C 0.24 3.29 0.85 A

7VOID.C 1.12 3.80 0.69 A

8 VOID.C 0.83 3.78 0.91 A

9 VOID.C 0.50 3.77 1.17 A

10AftRake.C 0.91 3.47 0.98 A

APPENDIX

GHS Print Files

03/18/25 14:28:26 U.S. Army Corps of Engineers Page 1

GHS 19.50 CEMVK REVETMENT BARGE

***** NAVAL ARCHITECTURAL ANALYSIS *****

***** DAMAGE STABILITY *****

***** MDC PROJECT NUMBER: 3532 *****

***** MDC HULL NUMBER: 907 *****

***** VESSEL: CEMVP CRANE BARGE *****

LENGTH OVERALL.................... 160' 0"

BREADTH, MOLDED................... 36' 0"

DEPTH, MOLDED..................... 11' 0"

LIGHTSHIP WEIGHT.................. 279.16 LONG TONS

DESIGN LOAD DRAFT, FULL........... 8' 4"

***** STABILITY CRITERIA *****

- The vessel shall survive single-compartment damage as below.

i) Kept positive freeboard at the deck edge

ii) Maintained positive GM, and

iii) Remained upright and floating

ANALYSES PREPARED BY

U.S. ARMY CORPS OF ENGINEERS

PHILADELPHIA, PA

GHS 19.50 3532 CEMVK REVETMENT BARGES 160' X 36' X 11'

LOADING CONDITION: LIGHTSHIP - NO DECK LOAD

***** DAMAGED ONE COMPARTMENT *****

03/18/25 14:28:26 U.S. Army Corps of Engineers Page 2

SAILING CONDITION

WEIGHT and DISPLACEMENT STATUS Baseline draft: 1.984 @ Origin Trim: 0.00 deg., Heel: zero

Part------------------------------Weight(LT)----LCG-----TCG-----VCG

LIGHT SHIP 279.16 0.00 0.00 6.47

TIMBER ON DEDK 0.23 67.00f 0.00 11.50

Total Weight--------> 279.39 0.06f 0.00 6.48 SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 279.39 0.06f 0.00 1.01 -1.98

Righting Arms: 0.00 0.00 Distances in FEET.------------------------------------------------------------

FREEBOARD STATUS

Baseline draft: 1.984 @ Origin Trim: 0.00 deg., Heel: zero

Least freeboard is 8.87 Ft located at 68.00f

HYDROSTATIC PROPERTIES

Trim: 0.00 deg., No Heel, VCG = 6.48

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF--Deg trim----GML-----GMT

1.984 279.39 0.06f 1.01 12.07 0.01f 4364.21 894.9 50.48

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

DAMAGED FORWARD-RAKE COMPARTMENT

WEIGHT and DISPLACEMENT STATUS Baseline draft: 2.033 @ Origin

Trim: Fwd 0.11 deg., Heel: zero Part------------------------------Weight(LT)----LCG-----TCG-----VCG

LIGHT SHIP 279.16 0.00 0.00 6.47

TIMBER ON DEDK 0.23 67.00f 0.00 11.50

Total Weight--------> 279.39 0.06f 0.00 6.48 SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 286.45 1.75f 0.00 1.03 -2.03 0FWDRAKE.C Flooded 1.000 -6.99 69.29f 0.00 1.30 -2.03

Total Displacement--> 1.000 279.46 0.07f 0.00 1.03

Righting Arms: 0.00 0.00 Distances in FEET.------------------------------------------------------------

HYDROSTATIC PROPERTIES with FLOODING Trim: Fwd 0.11 deg., No Heel, VCG = 6.48

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF--Deg trim----GML-----GMT

2.028 279.46 0.07f 1.03 11.68 2.22a 3953.89 810.6 48.70

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Draft is from Baseline.

FREEBOARD STATUS

Baseline draft: 2.033 @ Origin

Trim: Fwd 0.11 deg., Heel: zero Least freeboard is 8.69 Ft located at 68.00f

Condition Graphic - Draft: 2.03 @ 0.00 Trim: fwd 0.11 deg. Heel: zero

Plan View

Profile View

Tanks

1 0FWDRAKE.C

03/18/25 14:28:26 U.S. Army Corps of Engineers Page 2

RIGHTING ARMS vs HEEL ANGLE with FLOODING LCG = 0.06f TCG = 0.00 VCG = 6.48

Origin Degrees of Displacement Righting Arms Freebd Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--(Extra)

2.033 0.11f 0.00 279.43 0.00 0.000 0.00 8.69

2.032 0.11f 1.00s 279.46 0.00 0.852 0.43 8.38

2.030 0.12f 2.00s 279.42 0.00 1.703 1.70 8.06

2.028 0.12f 3.00s 279.38 0.00 2.555 3.83 7.74

2.024 0.12f 4.00s 279.38 0.00 3.407 6.81 7.42

2.020 0.12f 5.00s 279.37 0.00 4.254 10.64 7.09

2.012 0.13f 6.00s 279.37 0.00 5.087 15.32 6.77

1.998 0.14f 7.00s 279.42 0.00 5.875 20.80 6.44

1.967 0.15f 8.00s 279.35 0.00 6.534 27.00 6.12

1.918 0.16f 9.00s 279.42 0.00 7.061 33.80 5.82

1.853 0.18f 10.00s 279.45 0.00 7.492 41.07 5.53

1.351 0.24f 15.00s 279.36 0.00 8.786 82.45 4.24

0.649 0.29f 20.00s 279.36 0.00 9.312 128.02 3.11

-0.183 0.34f 25.00s 279.53 0.00 9.449 175.08 2.08 -0.237 0.34f 25.29s 279.39 0.00 9.450 177.80 2.03 -1.117 0.38f 30.00s 279.39 0.00 9.347 222.17 1.15 -2.121 0.41f 35.00s 279.39 0.00 9.077 268.30 0.29 -2.495 0.42f 36.80s 279.49 0.00 8.948 284.51 -0.01 -3.178 0.45f 40.00s 279.31 0.00 8.677 312.74 -0.51 Distances in FEET.------Specific Gravity = 1.000.---------Area in Ft-Deg.

03/18/25 14:28:26 U.S. Army Corps of Engineers Page 3

0 5 10 15 20 25 30 35 40

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 = 48.70

Righting Arm

Dk/MargImm.

F T D e g

0 5 10 15 20 25 30 35 40

Righting Area

03/18/25 14:28:28 U.S. Army Corps of Engineers Page 1

DAMAGED FORWARD VOID1 COMPARTMENT

WEIGHT and DISPLACEMENT STATUS Baseline draft: 2.168 @ Origin

Trim: Fwd 0.38 deg., Heel: zero Part------------------------------Weight(LT)----LCG-----TCG-----VCG

LIGHT SHIP 279.16 0.00 0.00 6.47

TIMBER ON DEDK 0.23 67.00f 0.00 11.50

Total Weight--------> 279.39 0.06f 0.00 6.48 SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 306.29 5.52f 0.00 1.12 -2.17 1VOID.C Flooded 1.000 -26.92 61.90f 0.00 1.30 -2.17

Total Displacement--> 1.000 279.37 0.09f 0.00 1.10

Righting Arms: 0.00 0.00 Distances in FEET.------------------------------------------------------------

HYDROSTATIC PROPERTIES with FLOODING Trim: Fwd 0.38 deg., No Heel, VCG = 6.48

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF--Deg trim----GML-----GMT

2.140 279.37 0.09f 1.10 11.23 4.22a 3659.40 750.4 46.71

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Draft is from Baseline.

FREEBOARD STATUS

Baseline draft: 2.168 @ Origin

Trim: Fwd 0.38 deg., Heel: zero Least freeboard is 8.24 Ft located at 68.00f

Condition Graphic - Draft: 2.17 @ 0.00 Trim: fwd 0.38 deg. Heel: zero

Plan View

Profile View

2 1VOID.C

03/18/25 14:28:28 U.S. Army Corps of Engineers Page 2

RIGHTING ARMS vs HEEL ANGLE with FLOODING LCG = 0.06f TCG = 0.00 VCG = 6.48

Origin Degrees of Displacement Righting Arms Freebd Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--(Extra)

2.168 0.38f 0.00 279.42 0.00 0.000 0.00 8.24

2.166 0.38f 1.00s 279.36 0.00 0.818 0.41 7.92

2.165 0.38f 2.00s 279.42 0.00 1.634 1.63 7.61

2.162 0.38f 3.00s 279.42 0.00 2.452 3.68 7.29

2.157 0.38f 4.00s 279.37 0.00 3.267 6.54 6.98

2.150 0.38f 5.00s 279.37 0.00 4.079 10.21 6.66

2.141 0.38f 6.00s 279.38 0.00 4.878 14.69 6.33

2.125 0.39f 7.00s 279.39 0.00 5.632 19.94 6.01

2.098 0.41f 8.00s 279.46 0.00 6.295 25.91 5.68

2.051 0.43f 9.00s 279.31 0.00 6.850 32.48 5.37

1.992 0.45f 10.00s 279.47 0.00 7.301 39.55 5.07

1.503 0.52f 15.00s 279.34 0.00 8.671 80.12 3.74

0.807 0.58f 20.00s 279.36 0.00 9.248 125.24 2.61

-0.027 0.61f 25.00s 279.39 0.00 9.427 172.10 1.60 -0.193 0.62f 25.92s 279.39 0.00 9.430 180.79 1.42 -0.963 0.63f 30.00s 279.34 0.00 9.358 219.15 0.69 -1.798 0.65f 34.15s 279.33 0.00 9.168 257.68 -0.01 -1.973 0.65f 35.00s 279.39 0.00 9.117 265.41 -0.14 -3.032 0.67f 40.00s 279.37 0.00 8.731 310.03 -0.92

03/18/25 14:28:28 U.S. Army Corps of Engineers Page 3

0 5 10 15 20 25 30 35 40

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 = 46.70

Righting Arm

Dk/MargImm.

F T D e g

DAMAGED FORWARD VOID2 COMPARTMENT

WEIGHT and DISPLACEMENT STATUS Baseline draft: 2.157 @ Origin

Trim: Fwd 0.30 deg., Heel: zero Part------------------------------Weight(LT)----LCG-----TCG-----VCG

LIGHT SHIP 279.16 0.00 0.00 6.47

TIMBER ON DEDK 0.23 67.00f 0.00 11.50

Total Weight--------> 279.39 0.06f 0.00 6.48 SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 304.61 4.29f 0.00 1.11 -2.16 2VOID.C Flooded 1.000 -25.23 50.90f 0.00 1.21 -2.16

Total Displacement--> 1.000 279.38 0.08f 0.00 1.10

Righting Arms: 0.00 0.00 Distances in FEET.------------------------------------------------------------

HYDROSTATIC PROPERTIES with FLOODING Trim: Fwd 0.30 deg., No Heel, VCG = 6.48

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF--Deg trim----GML-----GMT

2.139 279.38 0.08f 1.10 11.23 3.51a 3898.24 799.4 46.70

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Draft is from Baseline.

FREEBOARD STATUS

Baseline draft: 2.157 @ Origin

Trim: Fwd 0.30 deg., Heel: zero Least freeboard is 8.35 Ft located at 68.00f

Condition Graphic - Draft: 2.16 @ 0.00 Trim: fwd 0.30 deg. Heel: zero

Plan View

Profile View

3 2VOID.C

RIGHTING ARMS vs HEEL ANGLE with FLOODING LCG = 0.06f TCG = 0.00 VCG = 6.48

Origin Degrees of Displacement Righting Arms Freebd Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--(Extra)

2.157 0.30f 0.00 279.41 0.00 0.000 0.00 8.35

2.156 0.29f 1.00s 279.37 0.00 0.817 0.41 8.04

2.154 0.29f 2.00s 279.37 0.00 1.634 1.63 7.72

2.150 0.29f 3.00s 279.37 0.00 2.452 3.68 7.41

2.146 0.29f 4.00s 279.41 0.00 3.266 6.54 7.09

2.140 0.29f 5.00s 279.37 0.00 4.079 10.21 6.77

2.131 0.30f 6.00s 279.39 0.00 4.881 14.69 6.45

2.116 0.30f 7.00s 279.41 0.00 5.644 19.95 6.13

2.089 0.32f 8.00s 279.49 0.00 6.312 25.93 5.80

2.042 0.33f 9.00s 279.34 0.00 6.866 32.52 5.49

1.982 0.35f 10.00s 279.46 0.00 7.316 39.61 5.20

1.492 0.41f 15.00s 279.36 0.00 8.680 80.24 3.89

0.796 0.45f 20.00s 279.37 0.00 9.255 125.40 2.77

-0.039 0.48f 25.00s 279.39 0.00 9.431 172.28 1.77 -0.180 0.48f 25.78s 279.39 0.00 9.434 179.67 1.62 -0.975 0.49f 30.00s 279.35 0.00 9.360 219.36 0.87 -1.988 0.50f 35.00s 279.26 0.00 9.118 265.63 0.04 -2.044 0.51f 35.29s 279.52 0.00 9.099 268.26 -0.01 -3.048 0.52f 40.00s 279.38 0.00 8.735 310.32 -0.72

0 5 10 15 20 25 30 35 40

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 = 46.69

Righting Arm

Dk/MargImm.

F T D e g

DAMAGED FORWARD VOID3 COMPARTMENT

WEIGHT and DISPLACEMENT STATUS Baseline draft: 2.149 @ Origin

Trim: Fwd 0.22 deg., Heel: zero Part------------------------------Weight(LT)----LCG-----TCG-----VCG

LIGHT SHIP 279.16 0.00 0.00 6.47

TIMBER ON DEDK 0.23 67.00f 0.00 11.50

Total Weight--------> 279.39 0.06f 0.00 6.48 SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 303.40 3.23f 0.00 1.10 -2.15 3VOID.C Flooded 1.000 -24.01 39.89f 0.00 1.16 -2.15

Total Displacement--> 1.000 279.39 0.08f 0.00 1.09

Righting Arms: 0.00 0.00 Distances in FEET.------------------------------------------------------------

HYDROSTATIC PROPERTIES with FLOODING Trim: Fwd 0.22 deg., No Heel, VCG = 6.48

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF--Deg trim----GML-----GMT

2.138 279.39 0.08f 1.09 11.23 2.76a 4088.64 838.4 46.67

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Draft is from Baseline.

FREEBOARD STATUS

Baseline draft: 2.149 @ Origin

Trim: Fwd 0.22 deg., Heel: zero Least freeboard is 8.45 Ft located at 68.00f

Condition Graphic - Draft: 2.15 @ 0.00 Trim: fwd 0.22 deg. Heel: zero

Plan View

Profile View

4 3VOID.C

RIGHTING ARMS vs HEEL ANGLE with FLOODING LCG = 0.06f TCG = 0.00 VCG = 6.48

Origin Degrees of Displacement Righting Arms Freebd Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--(Extra)

2.149 0.22f 0.00 279.37 0.00 0.000 0.00 8.45

2.148 0.22f 1.00s 279.41 0.00 0.818 0.41 8.13

2.146 0.22f 2.00s 279.37 0.00 1.634 1.64 7.82

2.143 0.22f 3.00s 279.41 0.00 2.451 3.68 7.50

2.138 0.22f 4.00s 279.41 0.00 3.266 6.54 7.19

2.132 0.22f 5.00s 279.37 0.00 4.080 10.21 6.87

2.123 0.22f 6.00s 279.39 0.00 4.882 14.69 6.54

2.109 0.23f 7.00s 279.41 0.00 5.652 19.96 6.22

2.083 0.24f 8.00s 279.52 0.00 6.324 25.94 5.90

2.036 0.25f 9.00s 279.36 0.00 6.878 32.55 5.60

1.975 0.26f 10.00s 279.46 0.00 7.327 39.65 5.31

1.485 0.30f 15.00s 279.37 0.00 8.688 80.32 4.02

0.788 0.34f 20.00s 279.38 0.00 9.260 125.52 2.91

-0.048 0.36f 25.00s 279.39 0.00 9.434 172.42 1.92 -0.182 0.36f 25.75s 279.39 0.00 9.437 179.48 1.78 -0.984 0.37f 30.00s 279.36 0.00 9.362 219.51 1.02 -1.997 0.38f 35.00s 279.24 0.00 9.119 265.79 0.20 -2.272 0.38f 36.32s 279.45 0.00 9.031 277.78 -0.01 -3.059 0.39f 40.00s 279.39 0.00 8.738 310.49 -0.56

0 5 10 15 20 25 30 35 40

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 = 46.67

Righting Arm

Dk/MargImm.

F T D e g

DAMAGED FORWARD VOID4 COMPARTMENT

WEIGHT and DISPLACEMENT STATUS Baseline draft: 2.334 @ Origin

Trim: Fwd 0.27 deg., Heel: zero Part------------------------------Weight(LT)----LCG-----TCG-----VCG

LIGHT SHIP 279.16 0.00 0.00 6.47

TIMBER ON DEDK 0.23 67.00f 0.00 11.50

Total Weight--------> 279.39 0.06f 0.00 6.48 SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 330.40 3.69f 0.00 1.19 -2.33 4VOID.C Flooded 1.000 -51.02 23.45f 0.00 1.23 -2.33

Total Displacement--> 1.000 279.38 0.08f 0.00 1.19

Righting Arms: 0.00 0.00 Distances in FEET.------------------------------------------------------------

HYDROSTATIC PROPERTIES with FLOODING Trim: Fwd 0.27 deg., No Heel, VCG = 6.48

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF--Deg trim----GML-----GMT

2.318 279.38 0.08f 1.19 10.39 3.47a 4197.83 860.8 42.88

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Draft is from Baseline.

FREEBOARD STATUS

Baseline…