3532 Calculations.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 3532 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 35.61 0.00 0.00 9.11

Lightship 245.84 0.00 0.00 6.280

Lightship w/ Margin 276.57 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: 3532 DATE: May. 2024 Philadelphia, PA 19103 BY: MAS/MDE REV.: 0

ITEM TAB DESCRIPTION WEIGHT (LB) WEIGHT (LT)

LCG

(FROM

MIDSHIPS, 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 0.00 0.00 0.00 0 0.00 0 0.00 0 9 498 Mat Placement Structure 31,553.01 14.09 0.00 0 0.00 0 11.75 370,748

SUB-TOTAL 79,764.46 35.61 0.00 0 0.00 0 9.11 726,770400

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

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

3/8" PL

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 # 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

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"

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

DESCRIPTION MATERIAL

Weight

SWBS

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

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"

3/8" PL

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

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

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

DESCRIPTION MATERIAL

Weight

SWBS

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

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"

3/8" PL

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

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"

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

DESCRIPTION MATERIAL

Weight

SWBS

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

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"

3/8" PL

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

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"

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

DESCRIPTION MATERIAL

Weight

SWBS

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

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

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

311 6'-0" Off CL F.P. (PORT)

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

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

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 Chackle 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 0.00 0 0.00 0 7.00 0 Owners Mark, 2 sets 10" x 1/4" 39.27 2.00 0.00 0 0.00 0 7.00 0 Draft Marks, 4 sets 6" x 1/4" 20.40 4.00 0.00 0 0.00 0 5.00 0

Included in 307 tab TOTAL 0.00 0 0 0

0.00 0 0 0 Welding & Millage 0.00 0 0 0

Margin 0.00 0 0 0

TOTAL 0.00 0 0 0

LT 0.00 LCG #DIV/0! TCG #DIV/0! VCG #DIV/0!

C. G. ABOVE BASE

CEMVK REVETMENT BARGE

HULL MARINGS

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 3532

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

3532 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

- 6/3/2024

DR. BY DES. BY CHK'D BY

MDE

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

DATE

SHEET: COVERJune 3, 2024

CEMVK REVETMENT BARGE

SCALE: AS SHOWN

A 3532

DRAWING NO.

M.R. NEWBORN, P.E. NA

M.D. EAYRE, P.E. NA

0907-B150-01

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.

DAMAGE STABILITY

REVISIONS

DESCRIPTION

Original Issue

907-B150-01 June 2024

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

SUMMARY – LIGHTSHIP CONDITION 6

SUMMARY – 100% MAX CARGO LOAD CONDITION 6

APPENDIX 1 – DAMAGE GHS RESULTS

EXECUTIVE SUMMARY

For all 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

The purpose of this report is to demonstrate the vessel satisfies the damage stability criteria as defined below for all loading 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 Displacement* 276.57 LT LS LCG 0.00’ Aft of Midships LS TCG 0.00’ to Starboard LS VCG 6.44’ above Baseline

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, port, 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. Lightship displacement is from the Weight Estimate, document 907-B115-01 Rev 0.

7. The loading conditions are as follows:

• Lightship

• Full Cargo Bin Load (961.16 LT added weight)

8. 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

Barge Condition: No Cargo Load

Damaged Compartment Minimum Freeboard (ft)

GM at Equilibrium > 0.1 Ft

Maximum Trim (degrees)

NO DAMAGE 8.89 51.09 0

0FwdRake.C 8.72 49.27 -0.11

1VOID.C 8.27 47.24 -0.38

2VOID.C 8.38 47.24 -0.29

3VOID.C 8.47 47.21 -0.22

4VOID.C 8.23 43.38 -0.27

5VOID.C 8.52 42.42 0

6VOID.C 8.23 43.38 0.27

7VOID.C 8.47 47.21 0.22

8 VOID.C 8.38 47.24 0.29

9 VOID.C 8.27 47.26 0.37

10AftRake.C 8.72 49.26 0.11

Barge Condition: Max Cargo Load, Both Levels of Mats

Damaged Compartment Minimum Freeboard (ft)

GM at Equilibrium > 0.1 Ft

Maximum Trim (degrees)

NO DAMAGE 2.56 4.35 0

0FwdRake.C 0.93 3.48 -0.98

1VOID.C 0.52 3.78 -1.17

2VOID.C 0.85 3.79 -0.91

3VOID.C 1.14 3.81 -0.69

4VOID.C 0.26 3.30 -0.85

5VOID.C 1.13 3.20 0

6VOID.C 0.26 3.30 0.85

7VOID.C 1.14 3.81 0.69

8 VOID.C 0.85 3.79 0.91

9 VOID.C 0.52 3.78 1.17

10AftRake.C 0.93 3.48 0.98

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 1

3532 MVK Multiple (MAT) Barges

Analysis of Intact Stability and

Damage Stability with One Compartment Flooding

Unloaded and With Both Levels of Mats

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 2

WEIGHT and DISPLACEMENT STATUS Baseline draft: 1.965

Trim: zero, Heel: zero Part------------------------------Weight(LT)----LCG-----TCG-----VCG

WEIGHT 276.57 0.00 0.00 6.44

SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 276.57 0.00 0.00 1.00 -1.96

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

HYDROSTATIC PROPERTIES

No Trim, No Heel, VCG = 6.44

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

1.965 276.57 0.00 1.00 12.07 0.00 4360.59 903.3 51.07

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

Draft is from Baseline.

FREEBOARD STATUS

Baseline draft: 1.965

Trim: zero, Heel: zero Least freeboard is 8.89 Ft located at 68.00f

------- GM required according to CFR 170.170 Weather Criterion --------

Freeboard: 8.892 Freeboard remaining after half of it immersed: 4.446

Heel at freeboard 4.446 is 13.98 degrees (waterline rotation) Lesser of this and 14 degrees: 13.98

Heeling moment (PAH): 28.43 Displacement (D): 276.57 P: 0.00348 A: 1429.899 H: 5.714

(PAH) / (D x tan(13.98)) = Required GM: 0.413

Current VCG: 6.437 Current GM: 51.085

GM Required = 0.413 Actual GM = 51.085

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 3

Condition Graphic - Draft: 1.964 Trim: zero Heel: zero

Profile View

Plan View

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 4

RIGHTING ARMS vs HEEL ANGLE

LCG = 0.00 TCG = 0.00 VCG = 6.44

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

1.964 0.00 0.00 276.47 0.00 0.000 0.00 8.89

1.964 0.00 1.00s 276.60 0.00 0.896 0.45 8.58

1.962 0.00 2.00s 276.62 0.00 1.788 1.79 8.27

1.959 0.00 3.00s 276.57 0.00 2.681 4.02 7.95

1.955 0.00 4.00s 276.57 0.00 3.572 7.15 7.63

1.948 0.00 5.00s 276.57 0.00 4.458 11.17 7.31

1.939 0.00 6.00s 276.58 0.00 5.325 16.06 6.99

1.922 0.00 7.00s 276.67 0.00 6.129 21.79 6.68

1.883 0.00 8.00s 276.57 0.00 6.779 28.24 6.38

1.826 0.00 9.00s 276.57 0.00 7.299 35.28 6.10

1.754 0.00 10.00s 276.57 0.00 7.722 42.79 5.84

1.222 0.00 15.00s 276.58 0.00 8.986 85.28 4.64

0.494 0.00 20.00s 276.58 0.00 9.492 131.79 3.60

-0.366 0.00 25.00s 276.57 0.00 9.613 179.71 2.66 -1.318 0.00 30.00s 276.61 0.00 9.494 227.58 1.80 -2.341 0.00 35.00s 276.57 0.00 9.208 274.41 1.00 -3.415 0.00 40.00s 276.61 0.00 8.798 319.47 0.26 -3.831 0.00 41.89s 276.58 0.00 8.614 335.96 -0.01 -5.590 0.00 50.00s 276.57 0.00 7.588 401.87 -1.10 -7.609 0.00 60.00s 276.57 0.00 5.863 469.55 -2.42 Distances in FEET.------Specific Gravity = 1.000.---------Area in Ft-Deg.

LIM------------46CFR174.015 RIGHTING ENERGY REQUIR----Min/Max--------Attained

(1) Area from Equilibrium to 40 deg or MaxRA > 5.00 Ft-deg 179.71 P --------------------Relative angles measured from 0.000 ---------------------

WEIGHT and DISPLACEMENT STATUS Baseline draft: 2.012 @ Origin

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

LIGHT SHIP 276.57 0.00 0.00 6.44

Total Weight--------> 276.57 0.00 0.00 6.44 SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 283.50 1.69f 0.00 1.02 -2.01 0FWDRAKE.C Flooded 1.000 -6.86 69.28f 0.00 1.29 -2.01

Total Displacement--> 1.000 276.64 0.01f 0.00 1.02

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

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 5

HYDROSTATIC PROPERTIES with FLOODING Trim: Fwd 0.11 deg., No Heel, VCG = 6.44

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

2.008 276.64 0.01f 1.02 11.68 2.21a 3952.86 818.6 49.27

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

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 6

FREEBOARD STATUS

Baseline draft: 2.012 @ Origin

Trim: Fwd 0.11 deg., Heel: zero Least freeboard is 8.72 Ft located at 68.00f

Condition Graphic - Draft: 2.01 @ 0.00 Trim: fwd 0.11 deg. Heel: zero

Plan View

Profile View

Tanks 1 0FWDRAKE.C..Flooded

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 7

RIGHTING ARMS vs HEEL ANGLE with FLOODING

LCG = 0.00 TCG = 0.00 VCG = 6.44

Origin Degrees of Displacement Righting Arms Flood Pt Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--Height

2.012 0.11f 0.00 276.62 0.00 0.000 0.00 8.71(5)

2.012 0.11f 1.00s 276.65 0.00 0.862 0.43 8.39(5)

2.010 0.11f 2.00s 276.60 0.00 1.723 1.72 8.07(5)

2.007 0.11f 3.00s 276.56 0.00 2.586 3.88 7.75(5)

2.004 0.11f 4.00s 276.56 0.00 3.447 6.89 7.42(5)

1.999 0.12f 5.00s 276.55 0.00 4.303 10.77 7.10(5)

1.991 0.12f 6.00s 276.55 0.00 5.145 15.49 6.77(5)

1.977 0.13f 7.00s 276.61 0.00 5.936 21.03 6.44(5)

1.945 0.15f 8.00s 276.53 0.00 6.592 27.30 6.12(5)

1.894 0.16f 9.00s 276.60 0.00 7.116 34.15 5.81(5)

1.828 0.17f 10.00s 276.64 0.00 7.545 41.48 5.52(5)

1.321 0.23f 15.00s 276.54 0.00 8.831 83.12 4.22(5)

0.615 0.28f 20.00s 276.54 0.00 9.353 128.90 3.08(5)

-0.223 0.33f 25.00s 276.57 0.00 9.488 176.16 2.05(5) -1.157 0.37f 30.00s 276.57 0.00 9.383 223.44 1.11(5) -2.162 0.40f 35.00s 276.57 0.00 9.111 269.74 0.24(5) -2.459 0.41f 36.42s 276.57 0.00 9.009 282.61 0.00(5) -2.605 0.42f 37.12s 276.65 0.00 8.956 288.90 Dk/MargImm.

-3.220 0.44f 40.00s 276.50 0.00 8.710 314.34 -0.57(5) -4.288 0.49f 45.00s 276.57 0.00 8.166 356.59 -1.37(5) -5.333 0.56f 50.00s 276.57 0.00 7.471 395.74 -2.16(5) Distances in FEET.------Specific Gravity = 1.000.-----------Area in Ft-Deg.

Critical Point-----------------------LCP-----TCP-----VCP

(5) FWD KNUCKLE STBD TIGHT 70.00f 18.00s 10.85

WEIGHT and DISPLACEMENT STATUS Baseline draft: 2.147 @ Origin

Trim: Fwd 0.37 deg., Heel: zero Part------------------------------Weight(LT)----LCG-----TCG-----VCG

LIGHT SHIP 276.57 0.00 0.00 6.44

Total Weight--------> 276.57 0.00 0.00 6.44 SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 303.21 5.47f 0.00 1.11 -2.15 1VOID.C Flooded 1.000 -26.61 61.90f 0.00 1.28 -2.15

Total Displacement--> 1.000 276.60 0.04f 0.00 1.09

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 8

HYDROSTATIC PROPERTIES with FLOODING Trim: Fwd 0.37 deg., No Heel, VCG = 6.44

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

2.119 276.60 0.04f 1.09 11.23 4.23a 3654.86 757.0 47.24

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 9

FREEBOARD STATUS

Baseline draft: 2.147 @ Origin

Trim: Fwd 0.37 deg., Heel: zero Least freeboard is 8.27 Ft located at 68.00f

Condition Graphic - Draft: 2.15 @ 0.00 Trim: fwd 0.37 deg. Heel: zero

Plan View

Profile View

2 1VOID.C..Flooded

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 10

RIGHTING ARMS vs HEEL ANGLE with FLOODING

LCG = 0.00 TCG = 0.00 VCG = 6.44

Origin Degrees of Displacement Righting Arms Flood Pt Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--Height

2.147 0.37f 0.00 276.60 0.00 0.000 0.00 8.25(5)

2.145 0.37f 1.00s 276.54 0.00 0.827 0.41 7.93(5)

2.143 0.37f 2.00s 276.60 0.00 1.653 1.65 7.62(5)

2.140 0.37f 3.00s 276.60 0.00 2.480 3.72 7.30(5)

2.136 0.37f 4.00s 276.60 0.00 3.304 6.61 6.98(5)

2.129 0.37f 5.00s 276.55 0.00 4.125 10.33 6.65(5)

2.120 0.38f 6.00s 276.56 0.00 4.932 14.86 6.33(5)

2.103 0.39f 7.00s 276.57 0.00 5.691 20.17 6.00(5)

2.075 0.40f 8.00s 276.65 0.00 6.353 26.19 5.67(5)

2.027 0.42f 9.00s 276.49 0.00 6.906 32.82 5.36(5)

1.966 0.44f 10.00s 276.65 0.00 7.354 39.95 5.05(5)

1.472 0.52f 15.00s 276.52 0.00 8.716 80.77 3.72(5)

0.773 0.57f 20.00s 276.54 0.00 9.289 126.11 2.57(5)

-0.064 0.60f 25.00s 276.57 0.00 9.464 173.16 1.55(5) -0.203 0.61f 25.77s 276.57 0.00 9.467 180.47 1.41(5) -1.003 0.63f 30.00s 276.51 0.00 9.393 220.40 0.64(5) -1.758 0.64f 33.77s 276.57 0.00 9.223 255.49 -0.00(5) -1.899 0.64f 34.44s 276.54 0.00 9.184 261.72 Dk/MargImm.

-2.014 0.64f 35.00s 276.54 0.00 9.150 266.82 -0.20(5) -3.076 0.65f 40.00s 276.55 0.00 8.764 311.61 -0.98(5) -4.147 0.69f 45.00s 276.41 0.00 8.226 354.15 -1.75(5) -5.191 0.74f 50.00s 276.57 0.00 7.537 393.62 -2.53(5) Distances in FEET.------Specific Gravity = 1.000.-----------Area in Ft-Deg.

Critical Point-----------------------LCP-----TCP-----VCP

(5) FWD KNUCKLE STBD TIGHT 70.00f 18.00s 10.85

WEIGHT and DISPLACEMENT STATUS Baseline draft: 2.136 @ Origin

Trim: Fwd 0.29 deg., Heel: zero Part------------------------------Weight(LT)----LCG-----TCG-----VCG

LIGHT SHIP 276.57 0.00 0.00 6.44

Total Weight--------> 276.57 0.00 0.00 6.44 SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 301.52 4.24f 0.00 1.09 -2.14 2VOID.C Flooded 1.000 -24.95 50.90f 0.00 1.20 -2.14

Total Displacement--> 1.000 276.58 0.03f 0.00 1.08

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 11

HYDROSTATIC PROPERTIES with FLOODING Trim: Fwd 0.29 deg., No Heel, VCG = 6.44

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

2.118 276.58 0.03f 1.08 11.23 3.52a 3893.78 806.6 47.24

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 12

FREEBOARD STATUS

Baseline draft: 2.136 @ Origin

Trim: Fwd 0.29 deg., Heel: zero Least freeboard is 8.38 Ft located at 68.00f

Condition Graphic - Draft: 2.14 @ 0.00 Trim: fwd 0.29 deg. Heel: zero

Plan View

Profile View

3 2VOID.C..Flooded

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 13

RIGHTING ARMS vs HEEL ANGLE with FLOODING

LCG = 0.00 TCG = 0.00 VCG = 6.44

Origin Degrees of Displacement Righting Arms Flood Pt Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--Height

2.136 0.29f 0.00 276.59 0.00 0.000 0.00 8.36(5)

2.134 0.29f 1.00s 276.55 0.00 0.827 0.41 8.05(5)

2.132 0.29f 2.00s 276.55 0.00 1.653 1.65 7.73(5)

2.129 0.29f 3.00s 276.55 0.00 2.480 3.72 7.41(5)

2.125 0.29f 4.00s 276.59 0.00 3.304 6.61 7.09(5)

2.118 0.29f 5.00s 276.55 0.00 4.126 10.33 6.77(5)

2.109 0.29f 6.00s 276.57 0.00 4.935 14.86 6.45(5)

2.094 0.30f 7.00s 276.59 0.00 5.703 20.18 6.12(5)

2.066 0.31f 8.00s 276.68 0.00 6.370 26.21 5.79(5)

2.018 0.33f 9.00s 276.52 0.00 6.922 32.86 5.48(5)

1.957 0.34f 10.00s 276.65 0.00 7.369 40.00 5.19(5)

1.462 0.40f 15.00s 276.54 0.00 8.726 80.89 3.87(5)

0.761 0.44f 20.00s 276.55 0.00 9.296 126.27 2.74(5)

-0.076 0.47f 25.00s 276.57 0.00 9.468 173.34 1.73(5) -0.205 0.47f 25.72s 276.57 0.00 9.471 180.12 1.60(5) -1.015 0.48f 30.00s 276.53 0.00 9.395 220.60 0.82(5) -2.012 0.49f 34.93s 276.57 0.00 9.155 266.39 -0.00(5) -2.027 0.50f 35.00s 276.57 0.00 9.150 267.04 -0.01(5) -2.154 0.50f 35.61s 276.68 0.00 9.110 272.66 Dk/MargImm.

-3.091 0.51f 40.00s 276.56 0.00 8.768 311.90 -0.79(5) -4.165 0.54f 45.00s 276.46 0.00 8.233 354.46 -1.55(5) -5.214 0.58f 50.00s 276.42 0.00 7.546 393.97 -2.31(5) Distances in FEET.------Specific Gravity = 1.000.-----------Area in Ft-Deg.

Critical Point-----------------------LCP-----TCP-----VCP

(5) FWD KNUCKLE STBD TIGHT 70.00f 18.00s 10.85

WEIGHT and DISPLACEMENT STATUS Baseline draft: 2.128 @ Origin

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

LIGHT SHIP 276.57 0.00 0.00 6.44

Total Weight--------> 276.57 0.00 0.00 6.44 SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 300.30 3.17f 0.00 1.08 -2.13 3VOID.C Flooded 1.000 -23.75 39.89f 0.00 1.14 -2.13

Total Displacement--> 1.000 276.55 0.02f 0.00 1.08

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 14

HYDROSTATIC PROPERTIES with FLOODING Trim: Fwd 0.22 deg., No Heel, VCG = 6.44

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

2.117 276.55 0.02f 1.08 11.22 2.77a 4084.43 846.1 47.21

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 15

FREEBOARD STATUS

Baseline draft: 2.128 @ Origin

Trim: Fwd 0.22 deg., Heel: zero Least freeboard is 8.47 Ft located at 68.00f

Condition Graphic - Draft: 2.13 @ 0.00 Trim: fwd 0.22 deg. Heel: zero

Plan View

Profile View

4 3VOID.C..Flooded

05/31/24 17:48:24 U.S. Army Corps of Engineers Page 16

RIGHTING ARMS vs HEEL ANGLE with FLOODING

LCG = 0.00 TCG = 0.00 VCG = 6.44

Origin Degrees of Displacement Righting Arms Flood Pt Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--Height

2.128 0.22f 0.00 276.59 0.00 0.000 0.00 8.46(5)

2.127 0.21f 1.00s 276.59 0.00 0.827 0.41 8.15(5)

2.125 0.22f 2.00s 276.55 0.00 1.653 1.65 7.83(5)

2.122 0.22f 3.00s 276.59 0.00 2.479 3.72 7.51(5)

2.117 0.21f 4.00s 276.59 0.00 3.304 6.61 7.19(5)

2.111 0.22f 5.00s 276.55 0.00 4.126 10.33 6.87(5)

2.102 0.22f 6.00s 276.57 0.00 4.937 14.86 6.54(5)

2.087 0.22f 7.00s 276.60 0.00 5.712 20.18 6.22(5)

2.059 0.23f 8.00s 276.54 0.00 6.386 26.23 5.90(5)

2.012 0.24f 9.00s 276.54 0.00 6.933 32.89 5.59(5)

1.950 0.25f 10.00s 276.64 0.00 7.380 40.05 5.30(5)

1.454 0.30f 15.00s 276.55 0.00 8.733 80.98 4.00(5)

0.753 0.33f 20.00s 276.56 0.00 9.301 126.39 2.89(5)

-0.085 0.35f 25.00s 276.57 0.00 9.472 173.48 1.88(5) -0.208 0.35f 25.68s 276.57 0.00 9.474 179.95 1.76(5) -1.024 0.36f 30.00s 276.54 0.00 9.397 220.75 0.98(5) -2.039 0.37f 35.00s 276.42 0.00 9.151 267.20 0.15(5) -2.230 0.37f 35.92s 276.57 0.00 9.091 275.60 0.00(5) -2.380 0.37f 36.64s 276.62 0.00 9.041 282.08 Dk/MargImm.

-3.102 0.38f 40.00s 276.57 0.00 8.771 312.06 -0.62(5) -4.179 0.40f 45.00s 276.51 0.00 8.239 354.65 -1.37(5) -5.229 0.44f 50.00s 276.48 0.00 7.552 394.19 -2.12(5) Distances in FEET.------Specific Gravity = 1.000.-----------Area in Ft-Deg.

Critical Point-----------------------LCP-----TCP-----VCP

(5) FWD KNUCKLE STBD TIGHT 70.00f 18.00s 10.85

WEIGHT and DISPLACEMENT STATUS Baseline draft: 2.311 @ Origin

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

LIGHT SHIP 276.57 0.00 0.00 6.44

Total Weight--------> 276.57 0.00 0.00 6.44 SpGr------Displ(LT)----LCB-----TCB-----VCB------RefHt

HULL 1.000 327.04 3.64f 0.00 1.18 -2.31 4VOID.C Flooded 1.000 -50.49 23.45f 0.00 1.22 -2.31

Total Displacement--> 1.000 276.55 0.02f 0.00 1.17

05/31/24 17:48:24 U.S.