DRAWINGS_1.pdf

CELRB MCCAULEY REPLACEMENT

FLOATING CRANE

PROJECT NO.2989

HULL NO.850

CELRB MCCAULEY REPLACEMENT

PROJECT NO.2989

HULL NO.850

TAI 1208 - USACE 160'x60'x12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

01 NOV 2018

REV P1

Prepared by: DW Date: 1 Nov 18 Project: TAI-1208 Checked by: AS Date: 8 Nov 18

SUMMARY Revision: P1

MDC WBS ESWBS NO. Description Weight (L.Tons)

VCG

(Ft ABL)

V.MOM

(Lt-ft)

LCG

(Ft AFP)

L.MOM

(Lt-ft)

TCG

(Ft OCL)

T.MOM

(Lt-ft)

300 100 STRUCTURE 490.01 6.38 3127.87 79.51 38961.40 0.03 15.40

602 200 PROPULSION SYSTEMS 0.00 0.00 0.00 0.00 0.00 0.00 0.00

700 300 ELECTRICAL SYSTEMS 5.49 18.00 98.84 103.62 568.98 1.22 6.70

770 400 COMMAND & CONTROL 0.00 0.00 0.00 0.00 0.00 0.00 0.00

600 500 AUXILIARY SYSTEMS 53.67 13.07 701.18 64.57 3465.57 0.02 0.87

400 600 OUTFIT AND ACCOMMODATION 17.82 8.91 158.86 80.00 1425.77 0.00 0.00

SUBTOTAL 567.00 7.21 4086.75 78.35 44421.72 0.04 22.97

CONSTRUCTION MARGIN (10%) IN L. TONS 56.70

DESIGN MARGIN (2%) IN L. TONS 11.34 7.28 82.52 79.54 901.98 0.03 0.31

"FIXED" LIGHTSHIP WEIGHT IN L.TONS 635.03 6.57 4169.27 71.37 45323.70 0.04 23.28

455 500 CRANE WEIGHT

KINGPOST 38.17 32.00 1221.43 134.00 5114.73 0.00 0.00

BOOM ASSEMBLY 57.81 28.00 1618.75 61.25 3541.02 0.31 17.75

UPPER WORKS ASSEMBLY 127.68 26.54 3388.59 142.80 18232.50 -1.59 -203.01

550 600 SPUD WEIGHT

SPUDS with 2% Weld Allowance 50.15 35.00 1755.38 62.00 3109.52 0.00 0.00

TOTAL WEIGHT IN L.TS 908.85 12153.41 75321.47 -161.98

TOTAL 908.85 13.37 82.88 -0.18

TAI - 1208 - WEIGHT ESTIMATE

TAI 1208 - USACE 160'x60x12' FLOATING CRANE

01 NOV 2018

REV P1

Prepared by: DW Date: 1 Nov 18

Checked by: AS Date: 8 Nov 18

Revision: P1

ESWBS

NO. DESCRIPTION

AREA(SQ.FT)

FROM CAD

DWG

THICKNESS/

LENGTH

(INCHES)

UNIT WEIGHT

(LB)

WEIGHT

(LT) QTY TOTAL WEIGHT

(LT)

VCG

(ft. ABL)

V.MOM

(LT.ft)

LCG IN FT.

[AFT] Fr.0)

L.MOM

(LT.ft)

TCG

(+ port CL)

TMOM

(LT.ft)

E C A

SHELL AND DECK PLATING WEIGHTS AND CGS

111 DECK PLATE(3/8" PL FR-0 TO 15) 3,151.95 0.38 15.30 21.53 1 21.53 12.00 258.35 32.25 694.31 0.00 0.00 C

111 DECK PLATE(1/2" PL FR-6 TO 11) 1063.95 0.50 20.40 9.69 1 9.69 12.00 116.27 55.75 540.19 0.00 0.00 C

111 DECK PLATE(5/8" PL FR-11 TO 15) 1089.13 0.63 25.50 12.40 1 12.40 12.00 148.78 80.00 991.89 0.00 0.00 C

111 DECK PLATE(3/8" PL FR-15 TO 16) 261.00 0.38 15.30 1.78 1 1.78 12.00 21.39 95.25 169.80 0.00 0.00 C

111 DECK PLATE(3/8" PL FR-16 TO 26) 3,599.63 0.38 15.30 24.59 1 24.59 12.00 295.04 130.00 3196.28 0.00 0.00 C

111 SIDE SHELL PLATE PORT 3/8" 1510.69 0.38 15.30 10.32 1 10.32 6.17 63.67 80.00 825.48 -30.00 -309.56 C

111 SIDE SHELL PLATE STBD 3/8" 1510.69 0.38 15.30 10.32 1 10.32 6.17 63.67 80.00 825.48 30.00 309.56 C

111 HEADLOG PLATE 1/2" 390.00 0.50 20.40 3.55 1 3.55 9.50 33.74 0.00 0.00 0.00 0.00 C

111 STERNLOG PLATE 1/2" 390.00 0.50 20.40 3.55 1 3.55 9.50 33.74 160.00 568.29 0.00 0.00 C

111 BOTTOM SHELL FRONT RAKE PLATE(1/2" PL FR-0 TO 3) 1214.37 0.50 20.40 11.06 1 11.06 4.00 44.24 10.17 112.47 0.00 0.00 C

111 BOTTOM SHELL PLATE(3/8" PL FR-3 TO 22) 6254.78 0.38 15.30 42.72 1 42.72 0.00 0.00 77.00 3289.62 0.00 0.00 C

111 BOTTOM SHELL AFT RAKE PLATE(1/2" PL FR-22 TO 26) 1581.00 0.50 20.40 14.40 1 14.40 4.00 57.59 146.00 2102.17 0.00 0.00 C

111 BILGE RADIUS(1/2" PL FR-0 TO 26) PORT 160.00 0.50 20.40 1.46 1 1.46 0.00 0.00 80.00 116.57 -30.00 -43.71 C

111 BILGE RADIUS(1/2" PL FR-0 TO 26) STBD 160.00 0.50 20.40 1.46 1 1.46 0.00 0.00 80.00 116.57 30.00 43.71 C

111 BILGE RADIUS(1/2" PL FR-26) 79.80 0.50 20.40 0.73 1 0.73 7.08 5.15 160.00 116.28 0.00 0.00 C

111 BILGE RADIUS(1/2" PL FR-0) 79.80 0.50 20.40 0.73 1 0.73 7.08 5.15 0.00 0.00 0.00 0.00 C

111 GUNWALE RADIUS(3/8" PL FR-0 TO 26) PORT 160.00 0.38 15.30 1.09 1 1.09 12.00 13.11 80.00 87.43 -30.00 -32.79 C

111 GUNWALE RADIUS(3/8"" PL FR-0 TO 26) STBD 160.00 0.38 15.30 1.09 1 1.09 12.00 13.11 80.00 87.43 30.00 32.79 C

111 HEADLOG RADIUS(1/2" PL FR-0) 60.00 0.50 20.40 0.55 1 0.55 12.00 6.56 0.00 0.00 0.00 0.00 C

111 STERNLOG RADIUS(1/2" PL FR-26) 60.00 0.50 20.40 0.55 1 0.55 12.00 6.56 160.00 87.43 0.00 0.00 C

LONG. WT & NT BULKHEADS

111 CL LONG'L BHD (3/8" PL FR-0 TO 26) 1,714.51 0.38 15.30 11.71 1 11.71 6.25 73.19 80.00 936.86 0.00 0.00 C

111 19'-0" OCL PORT LONG'L WT BHD (3/8" PL FR-3 TO 24) 1,448.90 0.38 15.30 9.90 1 9.90 6.00 59.38 82.00 811.51 -19.00 -188.03 C

111 19'-0" OCL STBD LONG'L WT BHD (3/8" PL FR-3 TO 24) 1,448.90 0.38 15.30 9.90 1 9.90 6.00 59.38 82.00 811.51 19.00 188.03 C

111 22'-0" OCL (SPUD) LONG'L WT BHD (3/8" PL FR-3 TO 5) PORT 150.00 0.38 15.30 1.02 1 1.02 6.00 6.15 26.00 26.64 -22.50 -23.05 C

111 22'-0" OCL (SPUD) LONG'L WT BHD (3/8" PL FR-3 TO 5) STBD 150.00 0.38 15.30 1.02 1 1.02 6.00 6.15 26.00 26.64 22.25 22.80 C

111 22'-0" OCL (SPUD) LONG'L WT BHD (3/8" PL FR-15 TO 17) PORT 150.00 0.38 15.30 1.02 1 1.02 6.00 6.15 98.00 100.41 -22.25 -22.80 C

111 22'-0" OCL (SPUD) LONG'L WT BHD (3/8" PL FR-15 TO 17) STBD 150.00 0.38 15.30 1.02 1 1.02 6.00 6.15 98.00 100.41 22.25 22.80 C

TRANS. WT & NT BULKHEADS

116 WT BHD FR-3 (3/8" PLATE) 720.00 0.38 15.30 4.92 4.92 6.00 29.51 20.00 98.36 0.00 0.00 C

116 WT BHD FR-8 (3/8" PLATE) 264.00 0.38 15.30 1.80 1.80 6.00 10.82 50.00 90.16 0.00 0.00 C

116 WT BHD FR-13 (3/8" PLATE) 720.00 0.38 15.30 4.92 4.92 6.00 29.51 80.00 393.43 0.00 0.00 C

116 WT BHD FR-17, 18 (3/8" PLATE) 215.60 0.38 15.30 1.47 1.47 9.00 13.25 110.00 161.99 0.00 0.00 C

116 WT BHD (SPUD) FR-3 PORT (3/8" PLATE) 93.00 0.38 15.30 0.64 0.64 6.00 3.81 26.00 16.52 -26.00 -16.52 C

116 WT BHD (SPUD) FR-3 STBD (3/8" PLATE) 93.00 0.38 15.30 0.64 0.64 6.00 3.81 26.00 16.52 26.00 16.52 C

116 WT BHD (SPUD) FR-5 STBD (3/8" PLATE) 93.00 0.38 15.30 0.64 0.64 6.00 3.81 32.00 20.33 -26.00 -16.52 C

116 WT BHD (SPUD) FR-5 STBD (3/8" PLATE) 93.00 0.38 15.30 0.64 0.64 6.00 3.81 32.00 20.33 26.00 16.52 C

116 WT BHD (SPUD) FR-15 PORT (3/8" PLATE) 93.00 0.38 15.30 0.64 0.64 6.00 3.81 92.00 58.44 -26.00 -16.52 C

TAI - 1208 - STRUCTURAL WEIGHT ESTIMATE

UNIT-1

Project: TAI-1208

100-STRUCTURAL

01 NOV 2018

REV P1

Prepared by: DW Date: 1 Nov 18

Checked by: AS Date: 8 Nov 18

Revision: P1

ESWBS

NO. DESCRIPTION

AREA(SQ.FT)

FROM CAD

DWG

THICKNESS/

LENGTH

(INCHES)

UNIT WEIGHT

(LB)

WEIGHT

(LT) QTY TOTAL WEIGHT

(LT)

VCG

(ft. ABL)

V.MOM

(LT.ft)

LCG IN FT.

[AFT] Fr.0)

L.MOM

(LT.ft)

TCG

(+ port CL)

TMOM

(LT.ft)

E C A

TAI - 1208 - STRUCTURAL WEIGHT ESTIMATE

Project: TAI-1208

100-STRUCTURAL

116 WT BHD (SPUD) FR-15 STBD (3/8" PLATE) 93.00 0.38 15.30 0.64 0.64 6.00 3.81 92.00 58.44 26.00 16.52 C

116 WT BHD (SPUD) FR-17 PORT (3/8" PLATE) 93.00 0.38 15.30 0.64 0.64 6.00 3.81 98.00 62.25 -26.00 -16.52 C

116 WT BHD (SPUD) FR-17 STBD (3/8" PLATE) 93.00 0.38 15.30 0.64 0.64 6.00 3.81 98.00 62.25 26.00 16.52 C

116 WT BHD FR-18 (3/8" PLATE) 720.00 0.38 15.30 4.92 4.92 6.00 29.51 110.00 540.96 0.00 0.00 C

116 WT BHD FR-20 (3/8" PLATE) 449.87 0.38 15.30 3.07 3.07 6.00 18.44 121.92 374.63 0.00 0.00 C

116 WT BHD FR-22 (3/8" PLATE) 648.98 0.38 15.30 4.43 4.43 6.00 26.60 134.00 593.99 0.00 0.00 C

116 WT BHD FR-24 (3/8' PALTE) 449.87 0.38 15.30 3.07 3.07 6.00 18.44 146.00 448.62 0.00 0.00 C

TRANS. FRAME MEMBERS

STANCHIONS

116 FR 1 TO 2 (6 X 6 X 1/2" L) 19.60 69.00 0.60 6.00 3.62 11.00 6.64 0.00 0.00 C

116 FR-4 TO 5 (6 X 6 X 1/2" L) 19.60 43.00 0.38 6.00 2.26 29.00 10.91 0.00 0.00 C

116 FR-6 TO 15 (8 X 8 X 3/4" L) 38.90 280.80 4.88 6.00 29.26 74.00 360.85 0.00 0.00 C

116 FR-16, 17 (6 X 6 X 1/2" L) 19.60 44.00 0.39 6.00 2.31 101.00 38.89 0.00 0.00 C

116 FR-19 (6 X 6 X 1/2" L) 19.60 21.60 0.19 6.00 1.13 116.00 21.92 0.00 0.00 C

116 FR 25 (6 X 6 X 1/2" L) 19.60 29.00 0.25 6.00 1.52 152.00 38.57 0.00 0.00 C

DIAGONALS

116 FR-4 TO 19 (6 X 6 X 1/2" L) 19.60 921.40 8.06 6.00 48.37 71.00 572.42 0.00 0.00 C

SIDE SHELL

111 GIRDER FR. 1,2, 6,7, 9-14.5, 19-21, 23-25 (15 X 4 X 3/8" FP) 0.38 24.23 456.00 4.93 6.00 29.59 80.00 394.52 0.00 0.00 C

LONGITUDINAL STIFFENERS

SIDE SHELL LONGITUDINAL STIFFENERS

111 FR-0 TO 26 (5 X 3 X 3/8" L) PORT 9.80 634.00 2.77 8.00 22.19 80.00 221.90 -30.00 -83.21 C

111 FR-0 TO 26 (5 X 3 X 3/8" L) STBD 9.80 634.00 2.77 8.00 22.19 80.00 221.90 30.00 83.21 C

BOTTOM SHELL LONGITUDINAL STIFFENERS

116 FR-0 TO 26 (5 X 3 X 3/8" L) 9.80 4,237 18.54 1.25 23.17 80.00 1482.95 0.00 0.00 C

LONG. BULKHEADS STIFFENERS

111 CL LONG'L BHD STIFFENER (FR-0 TO 26) (5 X 3 X 3/8" L) 9.80 700.00 3.06 6.25 19.14 80.00 245.00 0.00 0.00 C

111 19'-0" OCL LONG'L BHD STIFFENERS (FR-3 TO 22) (5 X 3 X 3/8" L) 9.80 1,140 4.99 6.00 29.93 80.00 399.00 0.00 0.00 C

MAIN DECK LONGITUDINAL STIFFENERS

111 FR-0 TO 26 (5 X 3 X 3/8" L) 9.80 4,237 18.54 11.80 218.74 80.00 1482.95 0.00 0.00 C

LONG. GIRDERS (BOW & STERN)

116 LONG'L DECK GIRDER BOW (15 X 4 X 3/8") 0.38 24.23 76.32 0.83 11.17 9.22 9.54 7.87 0.00 0.00 C

116 LONG'L BOTTOM GIRDER BOW (21 X 6 X 1/2") 0.50 45.90 82.32 1.69 4.00 6.75 9.54 16.09 0.00 0.00 C

116 LONG'L DECK GIRDER STERN (15 X 4 X 3/8") 0.38 24.23 52.32 0.57 11.17 6.32 152.00 86.01 0.00 0.00 C

116 LONG'L BOTTOM GIRDER STERN (16 X 6 X 1/2") 0.50 37.40 58.08 0.97 4.00 3.88 152.00 147.40 0.00 0.00 C

TRANSVERSE STIFFENERS

MAIN DECK TRANSVERSE STIFFENERS

116 FR-1, 2, 4, 16, 17, 19, 20, 21, 23, 24, 25 (15 X 4 X 3/8" FP) 0.38 24.23 506 5.47 10.75 58.83 92.32 505.22 0.00 0.00 C

01 NOV 2018

REV P1

Prepared by: DW Date: 1 Nov 18

Checked by: AS Date: 8 Nov 18

Revision: P1

ESWBS

NO. DESCRIPTION

AREA(SQ.FT)

FROM CAD

DWG

THICKNESS/

LENGTH

(INCHES)

UNIT WEIGHT

(LB)

WEIGHT

(LT) QTY TOTAL WEIGHT

(LT)

VCG

(ft. ABL)

V.MOM

(LT.ft)

LCG IN FT.

[AFT] Fr.0)

L.MOM

(LT.ft)

TCG

(+ port CL)

TMOM

(LT.ft)

E C A

TAI - 1208 - STRUCTURAL WEIGHT ESTIMATE

Project: TAI-1208

100-STRUCTURAL

116 FR 5, (21 X 6 X 1/2" FP) 0.50 45.90 38 0.78 10.75 8.37 32.00 24.92 0.00 0.00 C

116 FR 6-15 (16 X 6 X 1/2" FP) 0.50 37.40 736 12.29 10.75 132.10 68.31 839.43 0.00 0.00 C

CL BHD TRANSVERSE STIFFENERS

116 FR-1 TO 25 (15 X 4 X 3/8" FP) 0.38 24.23 257 2.78 6.00 16.68 68.86 191.38 0.00 0.00 C

BOTTOM SHELL TRANSVERSE STIFFENERS

116 FR-1, 2 (21 X 6 X 1/2" FP) 0.50 45.90 120.00 2.46 6.00 14.75 11.00 27.05 0.00 0.00 C

116 FR- 4-25 (16 X 6 X 1/2" FP) 0.50 37.40 1,172 19.57 2.00 39.14 83.80 1639.78 0.00 0.00 C

TRANS. WT & NT BULKHEAD STIFFENERS

116 FR-3, 13 ,18 (5 X 3 X 3/8" L) 9.80 815.49 3.57 6.00 21.41 70.00 249.74 0.00 0.00 C

116 FR-3 (5 X 3 X 3/8" L) 9.80 111.70 0.49 6.00 2.93 20.00 9.77 0.00 0.00 C

116 FR-8 PORT (5 X 3 X 3/8" L) 9.80 111.70 0.49 6.00 2.93 50.00 24.43 -26.00 -12.71 C

116 FR-8 STBD (5 X 3 X 3/8" L) 9.80 111.70 0.49 6.00 2.93 50.00 24.43 26.00 12.71 C

116 FR-17 (5 X 3 X 3/8" L) 9.80 10.76 0.05 3.00 0.14 104.00 4.90 0.00 0.00 C

116 FR-17 (5 X 3 X 3/8" L) 9.80 67.02 0.29 6.00 1.76 104.00 30.49 0.00 0.00 C

116 FR-17 (5 X 3 X 3/8" L) 9.80 22.21 0.10 6.00 0.58 104.00 10.10 0.00 0.00 C

116 FR-18 (5 X 3 X 3/8" L) 9.80 323.50 1.42 6.00 8.49 110.00 155.68 0.00 0.00 C

116 FR-22 (5 X 3 X 3/8" L) 9.80 111.67 0.49 6.00 2.93 134.00 65.46 0.00 0.00 C

116 TRANSVERSE BRACKETS

116 3/8" BRACKET ON FRAMES 0.38 15.28 99.00 0.68 6.00 4.05 80.00 54.03 0.00 0.00 C

116 1/2" BRACKET ON BHD FR. 3, 13, 18, 22 0.50 20.38 492.00 4.48 6.00 26.85 86.00 384.87 0.00 0.00 C

FORWARD/AFT BOW STRUCTURE

116 HEADLOG VERT STIFFENERS (15 X 4 X 3/8" FP) 0.38 24.23 155.10 1.68 9.50 15.93 0.50 0.84 0.00 0.00 C

116 HEADLOG XVSE STIFFENERS (6 X 6 X 1/2" L) 19.60 112.00 0.98 9.00 8.82 0.5 0.49 0 0 C

116 STERNLOG VERT STIFFENEERS (15 X 4 X 3/8" FP) 0.38 24.23 155.10 1.68 9.50 15.93 159.50 267.54 0.00 0.00 C

116 STERNLOG XVSE STIFFENERS (6 X 6 X 1/2" L) 19.60 112.00 0.98 9.00 8.82 159.50 156.31 0.00 0.00 C

116 FORWARD & AFT TRUSS 10'-0" OCL PORT

116 DIAGONAL (6 X 6 X 1/2" L) 19.60 47.54 0.42 7.00 2.91 62.61 26.05 -10.00 -4.16 C

116 FORWARD & AFT TRUSS 10'-0" OCL STBD

116 DIAGONAL (6 X 6 X 1/2" L) 19.60 47.54 0.42 7.00 2.91 62.61 26.05 10.00 4.16 C

116 FORWARD & AFT TRUSS 19'-0" OCL PORT

116 DIAGONAL (6 X 6 X 1/2" L) 19.60 40.83 0.36 7.00 2.50 62.05 22.17 -19.00 -6.79 C

116 FORWARD & AFT TRUSS 19'-0" OCL STBD

116 DIAGONAL (6 X 6 X 1/2" L) 19.60 40.83 0.36 7.00 2.50 62.05 22.17 19.00 6.79 C

SPUD WELL PLATE AND STIFFENERS

111 SPUD WELL INSERT DECK PLATE 1" (FR-3 TO 5 ) PORT 90.70 1.00 40.80 1.65 1 1.65 12.00 19.82 26.00 42.95 -26.33 -43.50 C

111 SPUD WELL INSERT DECK PLATE 1" (FR-3 TO 5 ) STBD 90.70 1.00 40.80 1.65 1 1.65 12.00 19.82 26.00 42.95 26.33 43.50 C

111 SPUD WELL INSERT DECK PLATE 1" (FR-15 TO 17) PORT 90.70 1.00 40.80 1.65 1 1.65 12.00 19.82 98.00 161.90 -26.33 -43.50 C

111 SPUD WELL INSERT DECK PLATE 1" (FR-15 TO 17) STBD 90.70 1.00 40.80 1.65 1 1.65 12.00 19.82 98.00 161.90 26.33 43.50 C

111 SPUD WELL INSERT BOTTOM SHELL PLATE 1" (FR-4 TO 6) PORT 90.70 1.00 40.80 1.65 1 1.65 0.00 0.00 26.00 42.95 -25.50 -42.13 C

01 NOV 2018

REV P1

Prepared by: DW Date: 1 Nov 18

Checked by: AS Date: 8 Nov 18

Revision: P1

ESWBS

NO. DESCRIPTION

AREA(SQ.FT)

FROM CAD

DWG

THICKNESS/

LENGTH

(INCHES)

UNIT WEIGHT

(LB)

WEIGHT

(LT) QTY TOTAL WEIGHT

(LT)

VCG

(ft. ABL)

V.MOM

(LT.ft)

LCG IN FT.

[AFT] Fr.0)

L.MOM

(LT.ft)

TCG

(+ port CL)

TMOM

(LT.ft)

E C A

TAI - 1208 - STRUCTURAL WEIGHT ESTIMATE

Project: TAI-1208

100-STRUCTURAL

111 SPUD WELL INSERT BOTTOM SHELL PLATE 1" (FR-4 TO 6) STBD 90.70 1.00 40.80 1.65 1 1.65 0.00 0.00 26.00 42.95 25.50 42.13 C

111 SPUD WELL INSERT BOTTOM SHELL PLATE 1" (FR-16 TO 18) PORT 90.70 1.00 40.80 1.65 1 1.65 0.00 0.00 98.00 161.90 -25.50 -42.13 C

111 SPUD WELL INSERT BOTTOM SHELL PLATE 1" ( FR-16 TO 18) STBD 90.70 1.00 40.80 1.65 1 1.65 0.00 0.00 98.00 161.90 25.50 42.13 C

111 SPUD WELL SHELL PLATE 1" (FR-3 TO 5) PORT 223.50 1.00 40.80 4.07 1 4.07 6.00 24.43 26.00 105.84 -25.50 -103.81 C

111 SPUD WELL SHELL PLATE 1" (FR-3 TO 5) STBD 223.50 1.00 40.80 4.07 1 4.07 6.00 24.43 26.00 105.84 25.50 103.81 C

111 SPUD WELL SHELL PLATE 1" (FR-15 TO 17) PORT 223.50 1.00 40.80 4.07 1 4.07 6.00 24.43 98.00 398.95 -25.50 -103.81 C

111 SPUD WELL SHELL PLATE 1" (FR-15 TO 17) STBD 223.50 1.00 40.80 4.07 1 4.07 6.00 24.43 98.00 398.95 25.50 103.81 C

111 SPUD WELL WT PL STIFFENER 3/4" FB (FR-3 TO 5) PORT 36.25 0.75 30.60 0.50 2 0.99 6.00 5.94 26.00 25.75 -23.00 -22.78 C

111 SPUD WELL WT PL STIFFENER 3/4" FB (FR-3 TO 5) STBD 36.25 0.75 30.60 0.50 2 0.99 6.00 5.94 26.00 25.75 23.00 22.78 C

111 SPUD WELL WT PL STIFFENER 3/4" FB (FR-15 TO 17) PORT 36.25 0.75 30.60 0.50 2 0.99 6.00 5.94 98.00 97.05 -23.00 -22.78 C

111 SPUD WELL WT PL STIFFENER 3/4" FB (FR-15 TO 17) STBD 36.25 0.75 30.60 0.50 2 0.99 6.00 5.94 98.00 97.05 23.00 22.78 C

111 SPUD WELL NT PL STIFFENER 3/4" FB (FR-3 TO 5) PORT 36.24 0.75 30.60 0.50 2 0.99 6.00 5.94 26.00 25.74 -23.00 -22.77 C

111 SPUD WELL NT PL STIFFENER 3/4" FB (FR-3 TO 5) STBD 36.24 0.75 30.60 0.50 2 0.99 6.00 5.94 26.00 25.74 23.00 22.77 C

111 SPUD WELL NT PL STIFFENER 3/4" FB (FR-15 TO 17) PORT 36.24 0.75 30.60 0.50 2 0.99 6.00 5.94 98.00 97.03 -23.00 -22.77 C

111 SPUD WELL NT PL STIFFENER 3/4" FB (FR-15 TO 17) STBD 36.24 0.75 30.60 0.50 2 0.99 6.00 5.94 98.00 97.03 23.00 22.77 C

111 SPUD WELL BACKING PLATE RIB 1-1/2" (FR-3 TO 5) PORT 15.59 1.50 61.20 0.43 7 2.98 6.00 17.89 26.00 77.52 -23.00 -68.58

111 SPUD WELL BACKING PLATE RIB 1-1/2" (FR-3 TO 5) STBD 15.59 1.50 61.20 0.43 7 2.98 6.00 17.89 26.00 77.52 23.00 68.58

111 SPUD WELL BACKING PLATE RIB 1-1/2" (FR-15 TO 17) PORT 15.59 1.50 61.20 0.43 7 2.98 6.00 17.89 98.00 292.20 -23.00 -68.58

111 SPUD WELL BACKING PLATE RIB 1-1/2" (FR-15 TO 17) STBD 15.59 1.50 61.20 0.43 7 2.98 6.00 17.89 98.00 292.20 23.00 68.58

116 SPUD WELL BHD STIFF (6 x 6 x 1/2") (FR-3 TO 5) PORT 19.60 0.11 1.00 2.06 6.00 12.35 26.00 53.51 0.00 0.00 C

116 SPUD WELL BHD STIFF (6 x 6 x 1/2") (FR-3 TO 5) STBD 19.60 0.11 1.00 2.06 6.00 12.35 26.00 53.51 1.00 2.06 C

116 SPUD WELL BHD STIFF (6 x 6 x 1/2") (FR-15 TO 17) PORT 19.60 0.11 1.00 2.06 6.00 12.35 98.00 201.68 2.00 4.12 C

116 SPUD WELL BHD STIFF (6 x 6 x 1/2") (FR-15 TO 17) STBD 19.60 0.11 1.00 2.06 6.00 12.35 98.00 201.68 3.00 6.17 C

116 SPUD WELL BHD STIFF (12" X 3/4" FP) (FR-3 TO 5) PORT 0.09 14.69 648.39 0.29 6.00 1.74 6.00 10.42 26.00 45.16 -23.00 -39.95 C

116 SPUD WELL BHD STIFF (12" X 3/4" FP) (FR-3 TO 5) STBD 0.09 14.69 648.39 0.29 6.00 1.74 6.00 10.42 26.00 45.16 23.00 39.95 C

116 SPUD WELL BHD STIFF (12" X 3/4" FP) (FR-15 TO 17) PORT 0.09 14.69 648.39 0.29 6.00 1.74 6.00 10.42 98.00 170.20 -23.00 -39.95 C

116 SPUD WELL BHD STIFF (12" X 3/4" FP) (FR-15 TO 17) STBD 0.09 14.69 648.39 0.29 6.00 1.74 6.00 10.42 98.00 170.20 23.00 39.95 C

116 SPUD WELL BHD STIFF (12" X 3/4" FP) (FR-3 TO 5) PORT 0.09 2.67 117.72 0.05 2.00 0.11 6.00 0.63 26.00 2.73 -23.00 -2.42 C

116 SPUD WELL BHD STIFF (12" X 3/4" FP) (FR-3 TO 5) STBD 0.09 2.67 117.72 0.05 2.00 0.11 6.00 0.63 26.00 2.73 23.00 2.42 C

116 SPUD WELL BHD STIFF (12" X 3/4" FP) (FR-15 TO 17) PORT 0.09 2.67 117.72 0.05 2.00 0.11 6.00 0.63 98.00 10.30 -23.00 -2.42 C

116 SPUD WELL BHD STIFF (12" X 3/4" FP) (FR-15 TO 17) STBD 0.09 2.67 117.72 0.05 2.00 0.11 6.00 0.63 98.00 10.30 23.00 2.42 C

111 SPUD GATE HINGE (FR-3 TO 5) PORT 0.60 3.00 122.52 0.03 6.00 0.20 6.00 1.18 26.00 5.10 -23.00 -4.51 C

111 SPUD GATE HINGE (FR-3 TO 5) STBD 0.60 4.00 163.36 0.04 6.00 0.26 6.00 1.57 26.00 6.80 23.00 6.02 C

111 SPUD GATE HINGE (FR-15 TO 17) PORT 0.60 5.00 204.20 0.05 6.00 0.33 6.00 1.96 98.00 32.04 -23.00 -7.52 C

111 SPUD GATE HINGE (FR-15 TO 17) STBD 0.60 6.00 245.04 0.07 6.00 0.39 6.00 2.35 98.00 38.45 23.00 9.02 C

111 SPUD GATE (FR-3 TO 5) PORT 1.00 2.80 6.00 16.78 26.00 72.69 -23.00 -64.31 C

111 SPUD GATE (FR-3 TO 5) STBD 1.00 2.80 6.00 16.78 26.00 72.69 23.00 64.31 C

111 SPUD GATE (FR-15 TO 17) PORT 1.00 2.80 6.00 16.78 98.00 274.00 -23.00 -64.31 C

111 SPUD GATE (FR-15 TO 17) STBD 1.00 2.80 6.00 16.78 98.00 274.00 23.00 64.31 C

116 CRANE FOUNDATION

01 NOV 2018

REV P1

Prepared by: DW Date: 1 Nov 18

Checked by: AS Date: 8 Nov 18

Revision: P1

ESWBS

NO. DESCRIPTION

AREA(SQ.FT)

FROM CAD

DWG

THICKNESS/

LENGTH

(INCHES)

UNIT WEIGHT

(LB)

WEIGHT

(LT) QTY TOTAL WEIGHT

(LT)

VCG

(ft. ABL)

V.MOM

(LT.ft)

LCG IN FT.

[AFT] Fr.0)

L.MOM

(LT.ft)

TCG

(+ port CL)

TMOM

(LT.ft)

E C A

TAI - 1208 - STRUCTURAL WEIGHT ESTIMATE

Project: TAI-1208

100-STRUCTURAL

116 NT BHD

116 DIAGONAL 3/8" PL 0.38 15.32 500.46 3.42 7.25 24.81 134.00 458.50 0.00 0.00 C

116 DOUBLE BOTTOM

116 INNER BOTTOM DECK PLATE 3/8" 912.00 0.38 15.32 6.24 2.50 15.59 134.00 835.54 0.00 0.00 C

116 TRANSVERSE 3/8" PL NT BHD 0.38 15.32 285.00 1.95 1.25 2.44 134.00 261.11 0.00 0.00 C

116 LONGITUDINAL 3/8" PL NT BHD 0.38 15.32 300.00 2.05 1.25 2.56 134.00 274.85 0.00 0.00 C

116 STIFFENERS

116 FB STIFFENER 4 X 3/8" 0.38 5.11 191.06 0.44 1.15 0.50 134.00 58.35 0.00 0.00 C

116 TRANSVERSE DOUBLE BOTTOM STIFFENERS

116 (5 X 3 X 3/8" L) 9.80 0.00 0.00 7.00 0.00 134.00 0.00 0.00 0.00 C

116 DOUBLER PL

116 1-1/2" DB PL MD AND INNER BOTTOM 298.00 61.13 8.13 7.33 59.63 134.00 1,089.66 0.00 0.00 C

116 SKEG STRUCTURE

116 SKIN PORT & STBD (3/8" PL) 86.38 0.38 15.28 0.59 0.59 4.00 2.36 154.50 91.05 0.00 0.00 C

116 BOTTOM (1" PL) 12.29 1.00 40.75 0.22 0.22 2.00 0.45 154.50 34.54 0.00 0.00 C

116 TRANSVERSE NT BHD 3/8" 12.62 0.38 15.28 0.09 0.09 4.00 0.34 154.50 13.30 0.00 0.00 C

116 STIFFENERS (3 X 3/8" FB) 0.38 3.83 0.03 17.50 0.00 4.00 0.00 154.50 0.03 0.00 0.00 C

480.41 6.38 3066.54 79.51 38197.45 0.03 15.10

490.01 6.38 3127.87 79.51 38961.40 0.03 15.40

TOTAL WEIGHT IN LT

TOTAL WITH 2% WELDING AND

ROLLING ALLOWANCE

01 NOV 2018

REV P1

Prepared by: DW Date: 1 Nov 18

Project: TAI-1208 Checked by: AS Date: 8 Nov 18

200-PROPULSION SYSTEMS Revision: P1

ESWBS

NO. DESCRIPTION

UNIT

WEIGHT

(LBS)

QTY WEIGHT

(LBS)

VCG

(Ft)

V.MOM

(Lb-ft)

LCG

(Ft)

L.MOM

(Lb-ft)

TCG

(Ft)

T.MOM

(Lb-ft)

E C A

TOTAL 0 0.00 0 0.00 0 0.00 0

TAI - 1208 - PROPULSION WEIGHT ESTIMATE

WEIGHT IN LBS

WEIGHT IN L. TONS

01 NOV 2018

REV P1

Prepared by: DW Date: 1 Nov 18

Project: TAI-1208 Checked by: AS Date: 8 Nov 18

300-ELECTRICAL Revision: P1

ESWBS

NO. DESCRIPTION UNIT WEIGHT

(LBS) QTY WEIGHT

(LBS)

VCG

(Ft)

V.MOM

(Lb-ft)

LCG

(Ft)

L.MOM

(Lb-ft)

TCG

(Ft)

T.MOM

(Lb-ft)

E C A

310 ELECTRICAL POWER GENERATION

311 SHIP SERVICE POWER GENERATION

311 GENERATOR - MAIN 4,950 2 9,900 18.00 178200.00 104.42 1033725.00 0.00 0.00 E

311 GENERATOR -AUXILIARY 2,400 1 2,400 18.00 43200.00 100.33 240800.00 6.25 15000.00 E

TOTAL 12,300 18.00 221400.00 103.62 1274525.00 1.22 15000.00

5.49

TAI - 1208 - ELECTRICAL WEIGHT ESTIMATE

01 NOV 2018

REV P1

Prepared by: DW Date: 1 Nov 18

Project: TAI-1208 Checked by: AS Date: 8 Nov 18

400-COMMAND & CONTROL Revision: P1

ESWBS

NO. DESCRIPTION

UNIT

WEIGHT

(LBS)

QTY WEIGHT

(LBS)

VCG

(Ft)

V.MOM

(Lb-ft)

LCG

(Ft)

L.MOM

(Lb-ft)

TCG

(Ft)

T.MOM

(Lb-ft)

E C A

TOTAL 0 0.00 0 0.00 0 0.00 0

TAI - 1208 - COMMAND & CONTROL WEIGHT ESTIMATE

01 NOV 2018

REV P1

Prepared by: DW Date: 1 Nov 18

Project: TAI-1208 Checked by: AS Date: 8 Nov 18

500-AUXILIARY SYSTEMS Revision: P1

ESWBS

NO. DESCRIPTION

UNIT

WEIGHT

(LBS)

QTY WEIGHT

(LBS)

VCG

(Ft)

V.MOM

(Lb-ft)

LCG

(Ft)

L.MOM

(Lb-ft)

TCG

(Ft)

T.MOM

(Lb-ft)

E C A

MAIN DECK

582 SPUD WINCH 10,500 4 42,000 14.00 588000.00 61.75 2593500.00 0.00 0.00 E

582 SPUD WINCH VFD 400 4 1,600 14.00 22400.00 61.75 98800.00 0.00 0.00 E

582 DECK WINCH AND FAIRLEAD 2,140 2 2,140 14.00 29960.00 154.00 329560.00 0.00 0.00 E

582 TOWING BRIDLE 2,000 1 2,000 12.00 24000.00 30.00 60000.00 0.00 0.00 E

582 TOWING WINCH 1,175 1 1,175 14.00 16450.00 30.00 35250.00 1.00 1175.00 E

582 EMERGENCY TOWLINE 1,000 1 1,000 12.00 12000.00 40.00 40000.00 0.00 0.00 E

582 HATCHES AND MANHOLES 70 36 2,520 12.00 30240.00 80.00 201600.00 0.00 0.00 E

582 FUEL TRANSFER PUMP 100 1 100 16.00 1600.00 106.00 10600.00 7.83 783.33 E

582 OAK DUNNAGE 67,680 1 67,680 12.50 846000.00 64.92 4393560.00 0.00 0.00 E

TOTAL 120215.00 13.07 1570650.00 64.57 7762870.00 0.02 1958.33

53.67

TAI - 1208 - AUXILIARY SYSTEMS WEIGHT ESTIMATE

01 NOV 2018

REV P1

Prepared by: DW Date: 1 Nov 18

Project: TAI-1208 Checked by: AS Date: 8 Nov 18

600-OUTFIT Revision: P1

ESWBS

NO. DESCRIPTION UNIT WEIGHT

(LBS) QTY WEIGHT

(LBS)

VCG

(Ft)

V.MOM

(Lb-ft)

LCG

(Ft)

L.MOM

(Lb-ft)

TCG

(Ft)

T.MOM

(Lb-ft)

E C A

DECK OUTFIT

600 H-BITTS 560 4 2240 13.00 29120.00 80.00 179200.00 0.00 0.00 E

600 KEVELS - 36" 104 12 1248 13.00 16224.00 80.00 99840.00 0.00 0.00 E

600 DECK BITTS - 8" 160 4 640 13.00 8320.00 80.00 51200.00 0.00 0.00 E

600 CLOSED DECK CHOCK 84 3 252 13.00 3276.00 80.00 20160.00 0.00 0.00 E

600 BUTTON CHOCK 145 4 580 13.00 7540.00 80.00 46400.00 0.00 0.00 E

600 36" TIRE FENDERS (ASSUMED H40x14.5-19) 155 94 14570 8.25 120202.50 80.00 1165600.00 0.00 0.00 E

600 TIRE CHAINS, ATTACHMENTS, ETC. (10% OF TIRE WEIGHT) 1457 8.25 12020.25 80.00 116560.00 0.00 0.00 E

600 CORNER FENDERS (Schuyler) 147 21 3029.142857 8.25 24990.43 80.00 242331.43 0.00 0.00 E

600 RAILINGS (2" PIPE) 4 1 5905.41 14.25 84152.09 80.00 472432.80 0.00 0.00 E

600 PAINT 1 10,000 5.00 50000.00 80.00 800000.00 0.00 0.00 E

TOTAL 39,922 8.91 355845.27 80.00 3193724.23 0.00 0.00

17.82

TAI - 1208 - OUTFIT WEIGHT ESTIMATE

160'-0" X 60'-0" X 12'-0"

DWG No: 850-B125-01 SHEET 2 OF 9

Table of Contents

GENERAL PARTICULARS

SUMMARY

INTRODUCTION

HYDROSTATICS

DWG No: 850-B125-01 SHEET 3 OF 9

GENERAL PARTICULARS

Hull Number 850

Type of Vessel FLOATING CRANE

Owner US ARMY CORPS OF ENGINEERS (USACE)

Length Overall 160’-0”

Breadth Molded 60’-0”

Depth Molded 12’-0”

Maximum Draft 6’-0”

DWG No: 850-B125-01 SHEET 4 OF 9

SUMMARY

The floating crane (hereafter called as “barge”) is used for routine maintenance and construction activities in Great Lakes Region. Hydrostatics in fresh water have been generated using

HYDROMAX software.

INTRODUCTION

A three-dimensional (3D) model of barge from MAXSURF software has been used to generate the hydrostatics in HYDROMAX. The units used in this document are long tons (LT) and feet

(ft). Drafts are referenced from baseline. Zero point is located at baseline of the forward perpendicular (FP) at frame 0 on centerline of the barge. Aft perpendicular (AP) is located at transom.

Hydrostatic data is provided for drafts from 5 ft to the deck edge (12 ft) in 1” increments at even keel condition and tabulated in Table 1. The graphs of the hydrostatic data and curves of form are shown in Figure 1 and Figure 2 respectively.

DWG No: 850-B125-01 SHEET 5 OF 9

HYDROSTATICS

Hydromax 17.01, build: 32217 Model file: (Medium precision, 109 sections, Trimming off, Skin thickness applied). Long. datum: FP; Vert. datum: Baseline. Analysis tolerance - ideal(worst case):

Disp.%: 0.01000(0.100); Trim%(LCG-TCG): 0.01000(0.100); Heel%(LCG-TCG): 0.01000(0.100) Damage Case - Intact

Fixed Trim = 0in (+ve by stern) Specific gravity = 1; (Density = 35.881358 cu.ft/Long Ton)

Table 1 Hydrostatic Data

Draft Amidships ft

Displacement

LT

(Full)

Displacement

LT

(Molded)

Prismatic coeff. (Cp)

Block coeff. (Cb)

Max Sect.

area coeff.

(Cm)

Waterpl.

area coeff.

(Cwp)

LCB

from zero

pt. (+ve fwd) ft

LCF

from zero

pt. (+ve fwd) ft

KMt ft

KML

ft

Immersion (TPi) Long

Ton/in

MTi Long Ton.ft

5ft 0in 1174 1183 0.908 0.905 0.998 0.973 -80.430 -80.179 65.838 414.608 21.045 255.424

5ft 1in 1195 1204 0.908 0.905 0.998 0.974 -80.425 -80.097 64.849 408.807 21.068 256.334

5ft 2in 1216 1225 0.908 0.905 0.998 0.974 -80.419 -80.015 63.894 403.199 21.092 257.246

5ft 3in 1237 1246 0.908 0.905 0.998 0.974 -80.412 -79.932 62.971 397.777 21.115 258.159

5ft 4in 1258 1267 0.908 0.905 0.998 0.974 -80.404 -79.849 62.077 392.525 21.138 259.070

5ft 5in 1279 1289 0.908 0.905 0.998 0.983 -80.404 -80.539 61.744 398.762 21.370 267.613

5ft 6in 1301 1310 0.908 0.906 0.998 0.983 -80.403 -80.461 60.901 393.682 21.394 268.578

5ft 7in 1322 1331 0.909 0.906 0.998 0.983 -80.401 -80.381 60.082 388.739 21.418 269.532

5ft 8in 1343 1353 0.909 0.906 0.998 0.983 -80.400 -80.300 59.287 383.929 21.441 270.482

5ft 9in 1365 1374 0.909 0.906 0.998 0.984 -80.398 -80.220 58.516 379.260 21.465 271.431

5ft 10in 1386 1396 0.909 0.906 0.998 0.984 -80.394 -80.138 57.768 374.730 21.488 272.381

5ft 11in 1408 1417 0.909 0.907 0.998 0.984 -80.390 -80.056 57.044 370.332 21.511 273.332

6ft 0in 1429 1439 0.909 0.907 0.998 0.984 -80.385 -79.974 56.341 366.062 21.535 274.284

6ft 1in 1451 1460 0.909 0.907 0.998 0.984 -80.378 -79.892 55.659 361.921 21.558 275.243

6ft 2in 1472 1482 0.909 0.907 0.998 0.996 -80.372 -80.783 55.590 371.262 21.851 286.522

6ft 3in 1494 1504 0.910 0.907 0.998 0.996 -80.373 -80.744 54.934 367.144 21.874 287.508

6ft 4in 1516 1525 0.910 0.907 0.998 0.996 -80.374 -80.687 54.307 363.206 21.899 288.550

6ft 5in 1538 1547 0.910 0.907 0.998 0.996 -80.373 -80.628 53.694 359.348 21.923 289.572

6ft 6in 1559 1569 0.910 0.907 0.998 0.996 -80.372 -80.569 53.097 355.582 21.947 290.585

6ft 7in 1581 1591 0.909 0.905 0.998 0.994 -80.370 -80.509 52.515 351.908 21.971 291.594

6ft 8in 1603 1613 0.908 0.902 0.998 0.990 -80.366 -80.448 51.949 348.325 21.994 292.600

6ft 9in 1625 1635 0.907 0.898 0.998 0.986 -80.366 -80.387 51.395 344.817 22.018 293.605

6ft 10in 1647 1657 0.907 0.895 0.998 0.982 -80.365 -80.327 50.857 341.412 22.042 294.626

6ft 11in 1669 1679 0.907 0.892 0.999 0.979 -80.364 -80.282 50.339 338.268 22.069 295.803

7ft 0in 1691 1701 0.907 0.890 0.999 0.976 -80.362 -80.236 49.835 335.194 22.097 296.976

7ft 1in 1713 1723 0.907 0.887 0.999 0.973 -80.349 -80.237 49.272 331.558 22.107 297.493

7ft 2in 1735 1745 0.907 0.885 0.999 0.970 -80.347 -80.212 48.760 327.831 22.116 297.925

7ft 3in 1757 1767 0.908 0.883 0.999 0.967 -80.344 -80.187 48.258 324.169 22.124 298.334

DWG No: 850-B125-01 SHEET 6 OF 9

Draft Amidships ft

Displacement

LT

(Full)

Displacement

LT

(Molded)

Prismatic coeff. (Cp)

Block coeff. (Cb)

Max Sect.

area coeff.

(Cm)

Waterpl.

area coeff.

(Cwp)

LCB

from zero

pt. (+ve fwd) ft

LCF

from zero

pt. (+ve fwd) ft

KMt ft

KML

ft

Immersion (TPi) Long

Ton/in

MTi Long Ton.ft

7ft 4in 1779 1789 0.908 0.863 0.999 0.945 -80.343 -80.181 47.758 320.358 22.127 298.515

7ft 5in 1801 1811 0.909 0.866 0.999 0.947 -80.341 -80.181 47.267 316.555 22.127 298.620

7ft 6in 1823 1833 0.910 0.869 0.999 0.949 -80.339 -80.181 46.789 312.841 22.127 298.721

7ft 7in 1845 1855 0.911 0.872 0.999 0.951 -80.337 -80.181 46.323 309.219 22.128 298.826

7ft 8in 1867 1878 0.912 0.875 0.999 0.953 -80.336 -80.182 45.869 305.680 22.128 298.930

7ft 9in 1889 1900 0.912 0.878 0.999 0.956 -80.334 -80.182 45.425 302.210 22.128 299.019

7ft 10in 1912 1922 0.913 0.881 0.999 0.958 -80.332 -80.182 44.991 298.816 22.128 299.104

7ft 11in 1934 1944 0.914 0.884 0.999 0.960 -80.330 -80.181 44.567 295.493 22.128 299.184

8ft 0in 1956 1966 0.915 0.887 0.999 0.963 -80.329 -80.181 44.155 292.251 22.128 299.270

8ft 1in 1978 1988 0.916 0.889 0.999 0.965 -80.327 -80.181 43.753 289.086 22.128 299.360

8ft 2in 2000 2010 0.916 0.892 0.999 0.967 -80.325 -80.181 43.360 285.991 22.128 299.451

8ft 3in 2022 2032 0.917 0.895 0.999 0.970 -80.324 -80.181 42.978 282.966 22.128 299.544

8ft 4in 2044 2055 0.918 0.898 0.999 0.972 -80.322 -80.182 42.605 280.013 22.128 299.645

8ft 5in 2066 2077 0.919 0.901 0.999 0.974 -80.321 -80.182 42.240 277.120 22.128 299.744

8ft 6in 2088 2099 0.919 0.904 0.999 0.977 -80.319 -80.183 41.884 274.288 22.128 299.842

8ft 7in 2110 2121 0.920 0.907 0.999 0.979 -80.318 -80.183 41.536 271.516 22.128 299.940

8ft 8in 2133 2143 0.921 0.910 0.999 0.982 -80.317 -80.183 41.196 268.801 22.128 300.040

8ft 9in 2155 2165 0.921 0.913 0.999 0.984 -80.315 -80.183 40.864 266.138 22.128 300.134

8ft 10in 2177 2187 0.922 0.916 0.999 0.986 -80.314 -80.183 40.539 263.531 22.127 300.231

8ft 11in 2199 2210 0.923 0.919 0.999 0.989 -80.313 -80.184 40.223 260.988 22.128 300.342

9ft 0in 2221 2232 0.923 0.922 0.999 0.991 -80.311 -80.184 39.912 258.488 22.128 300.444

9ft 1in 2243 2254 0.924 0.922 0.999 0.991 -80.310 -80.184 39.609 256.038 22.128 300.546

9ft 2in 2265 2276 0.925 0.923 0.999 0.991 -80.309 -80.184 39.313 253.636 22.128 300.650

9ft 3in 2287 2298 0.925 0.923 0.999 0.991 -80.308 -80.184 39.023 251.280 22.127 300.753

9ft 4in 2309 2320 0.926 0.924 0.999 0.991 -80.307 -80.184 38.739 248.971 22.127 300.860

9ft 5in 2331 2342 0.926 0.925 0.999 0.991 -80.305 -80.184 38.461 246.707 22.127 300.967

9ft 6in 2354 2364 0.927 0.925 0.999 0.991 -80.304 -80.184 38.190 244.486 22.127 301.074

9ft 7in 2376 2387 0.927 0.926 0.999 0.991 -80.303 -80.184 37.924 242.306 22.127 301.183

9ft 8in 2398 2409 0.928 0.926 0.999 0.991 -80.302 -80.184 37.664 240.168 22.127 301.292

9ft 9in 2420 2431 0.929 0.927 0.999 0.991 -80.301 -80.185 37.409 238.069 22.127 301.403

9ft 10in 2442 2453 0.929 0.928 0.999 0.991 -80.300 -80.184 37.160 236.007 22.127 301.513

9ft 11in 2464 2475 0.930 0.928 0.999 0.991 -80.299 -80.184 36.916 233.984 22.127 301.624

10ft 0in 2486 2497 0.930 0.929 0.999 0.991 -80.298 -80.185 36.677 231.998 22.127 301.738

10ft 1in 2508 2519 0.931 0.929 0.999 0.991 -80.297 -80.185 36.443 230.048 22.127 301.853

10ft 2in 2530 2541 0.931 0.930 0.999 0.991 -80.296 -80.185 36.214 228.133 22.127 301.969

10ft 3in 2552 2564 0.932 0.930 0.999 0.991 -80.295 -80.185 35.989 226.249 22.127 302.084

10ft 4in 2575 2586 0.932 0.931 0.999 0.991 -80.294 -80.185 35.769 224.398 22.127 302.198

10ft 5in 2597 2608 0.933 0.931 0.999 0.991 -80.293 -80.185 35.553 222.582 22.127 302.317

10ft 6in 2619 2630 0.933 0.932 0.999 0.991 -80.292 -80.185 35.342 220.797 22.127 302.437

10ft 7in 2641 2652 0.934 0.932 0.999 0.991 -80.291 -80.185 35.135 219.040 22.127 302.555

10ft 8in 2663 2674 0.934 0.932 0.999 0.991 -80.290 -80.184 34.930 217.310 22.126 302.669

10ft 9in 2685 2696 0.934 0.933 0.999 0.991 -80.289 -80.184 34.729 215.603 22.125 302.778

DWG No: 850-B125-01 SHEET 7 OF 9

Draft Amidships ft

Displacement

LT

(Full)

Displacement

LT

(Molded)

Prismatic coeff. (Cp)

Block coeff. (Cb)

Max Sect.

area coeff.

(Cm)

Waterpl.

area coeff.

(Cwp)

LCB

from zero

pt. (+ve fwd) ft

LCF

from zero

pt. (+ve fwd) ft

KMt ft

KML

ft

Immersion (TPi) Long

Ton/in

MTi Long Ton.ft

10ft 10in 2707 2718 0.935 0.933 0.999 0.991 -80.288 -80.156 34.527 213.715 22.117 302.588

10ft 11in 2729 2741 0.935 0.934 0.999 0.991 -80.287 -80.157 34.334 212.078 22.117 302.713

11ft 0in 2751 2763 0.936 0.934 0.999 0.991 -80.286 -80.157 34.145 210.463 22.116 302.833

11ft 1in 2773 2785 0.936 0.935 0.999 0.991 -80.285 -80.157 33.959 208.870 22.115 302.946

11ft 2in 2796 2807 0.937 0.935 0.999 0.991 -80.284 -80.157 33.776 207.304 22.115 303.063

11ft 3in 2818 2829 0.937 0.936 0.999 0.991 -80.283 -80.157 33.598 205.766 22.114 303.185

11ft 4in 2840 2851 0.937 0.936 0.999 0.991 -80.282 -80.158 33.422 204.252 22.113 303.306

11ft 5in 2862 2873 0.938 0.936 0.999 0.991 -80.281 -80.158 33.250 202.755 22.113 303.419

11ft 6in 2884 2895 0.938 0.937 1.000 0.990 -80.280 -80.160 33.042 201.227 22.101 303.449

11ft 7in 2906 2917 0.939 0.938 1.000 0.990 -80.280 -80.186 32.857 199.735 22.096 303.497

11ft 8in 2928 2940 0.939 0.940 1.001 0.991 -80.279 -80.184 32.629 197.920 22.070 303.015

11ft 9in 2950 2962 0.940 0.942 1.002 0.991 -80.278 -80.182 32.364 196.032 22.033 302.376

11ft 10in 2972 2984 0.941 0.945 1.004 0.992 -80.277 -80.178 32.050 194.034 21.981 301.520

11ft 11in 2994 3005 0.942 0.948 1.008 0.986 -80.277 -80.178 31.538 188.797 21.784 295.530

12ft 0in 3016 3027 0.945 0.955 1.009 0.936 -80.276 -71.446 13.794 110.588 6.843 174.354

Note: The zero point is located at baseline (BL) of the forward perpendicular (FP) on centerline (CL).

DWG No: 850-B125-01 SHEET 8 OF 9

Figure 1 Hydrostatics

400 800 1200 1600 2000 2400 2800 3200

-82 -80 -78 -76 -74 -72 -70 -68

0 10 20 30 40 50 60 70

100 150 200 250 300 350 400 450

3 6 9 12 15 18 21 24

150 175 200 225 250 275 300 325

Displacement

LCB

LCF

KMt

KML

Immersion (TPi)

MTi

Displacement LT

D ra ft

Long. centre from zero pt. (+ve fw d) ft

KM trans. ft

KM long. ft

Immersion Long Ton/in

Moment to trim Long Ton.ft

Hydrostatics Displacement

LCB

LCF

KMt

KML

Immersion (TPi)

MTi

DWG No: 850-B125-01 SHEET 9 OF 9

Figure 2 Curves of Form

0.84 0.87 0.9 0.93 0.96 0.99 1.02

Prismatic coeff. (Cp)

Block coeff. (Cb)

Max Sect. area coeff. (Cm)

Waterpl. area coeff. (Cw p)

Coefficient

D ra

Curves of Form Prismatic coef f . (Cp)

Block coef f . (Cb)

Max Sect. area coef f . (Cm)

Waterpl. area coef f . (Cwp)

Hull 850 2989 CELRB MCCAULEY CRANE BARGE

850-B130-01

Table of Contents

GENERAL PARTICULARS

SUMMARY

INTRODUCTION

1. Tank Calibrations - Fuel Tank

2. Tank Calibrations - Ballast Tank #1P (Fr 0-3)

3. Tank Calibrations - Ballast Tank #1S (Fr 0-3)

5. Tank Calibrations - Ballast Tank #2P (Fr 3-8)

6. Tank Calibrations - Ballast Tank #2S (Fr 3-8)

7. Tank Calibrations - Ballast Tank #3P (Fr 8-13)

8. Tank Calibrations - Ballast Tank #3S (Fr 8-13)

9. Tank Calibrations - Ballast Tank #4P (Fr 13-18)

10. Tank Calibrations - Ballast Tank #4S (Fr 13-18)

GENERAL PARTICULARS

Hull Number 850

Type of Vessel FLOATING CRANE

Owner US ARMY CORPS OF ENGINEERS (USACE)

Length Overall 160’-0”

Breadth Molded 60’-0”

Depth Molded 12’-0”

Maximum Draft 6’-0”

SUMMARY

The floating crane (hereafter called as “barge”) is used for routine maintenance and construction activities in Great Lakes Region. Tank capacities are calibrated using HYDROMAX software.

INTRODUCTION

Tank capacity tables are provided in 1” increments. Tank capacities are provided for port and starboard tanks separately. The location of the sounding tube for each tank is shown in Table 1.

Table 1 Sounding tube location

Tank Name Long. Pos.

(ft)

Offset

(ft)

Bottom Tip from BL (ft)

Top Tip from

BL (ft)

Ballast Tank #1P (Fr 0-3) -17.788 0.000 -0.010 12.000

Ballast Tank #1S (Fr 0-3) -17.788 0.000 -0.010 12.000

Ballast Tank #2P (Fr 3-8) -20.000 -19.000 0.000 12.000

Ballast Tank #2S (Fr 3-8) -20.000 19.000 0.000 12.000

Ballast Tank #3P (Fr 8-13) -50.000 -29.000 0.000 12.000

Ballast Tank #3S (Fr 8-13) -50.000 29.000 0.000 12.000

Ballast Tank #4P (Fr 13-18) -96.450 -19.000 0.000 12.000

Ballast Tank #4S (Fr 13-18) -96.450 19.000 0.000 12.000

Fuel Tank -104.000 6.000 6.000 12.000

The units used in this document are long tons (LT) and feet (ft). Drafts are referenced from baseline. Zero point is located at baseline of the forward perpendicular (FP) at frame 0 on centerline of the barge. Aft perpendicular (AP) is located at transom.

1. Tank Calibrations - Fuel Tank

Fluid Type = Diesel Specific gravity = 0.84 Permeability = 98 % Trim = 0 ft (+ve by stern); Heel = 0 deg to starboard

Sounding

Ullage ft

% Full Capacity ft^3

Capacity US Gal

LCG

ft

TCG

ft

VCG

ft

FSM

Long Ton.ft

6ft 0.000 100.000 423.360 3166.95 -107.000 0.000 9.000 0.000

5ft 11in 0.083 98.611 417.480 3122.97 -107.000 0.000 8.958 20.227

5ft 10in 0.167 97.222 411.600 3078.98 -107.000 0.000 8.917 20.227

5ft 9in 0.250 95.833 405.720 3035.00 -107.000 0.000 8.875 20.227

5ft 8in 0.333 94.444 399.840 2991.01 -107.000 0.000 8.833 20.227

5ft 7in 0.417 93.056 393.960 2947.03 -107.000 0.000 8.792 20.227

5ft 6in 0.500 91.667 388.080 2903.04 -107.000 0.000 8.750 20.227

5ft 5in 0.583 90.278 382.200 2859.05 -107.000 0.000 8.708 20.227

5ft 4in 0.667 88.889 376.320 2815.07 -107.000 0.000 8.667 20.227

5ft 3in 0.750 87.500 370.440 2771.08 -107.000 0.000 8.625 20.227

5ft 2in 0.833 86.111 364.560 2727.10 -107.000 0.000 8.583 20.227

5ft 1in 0.917 84.722 358.680 2683.11 -107.000 0.000 8.542 20.227

5ft 1.000 83.333 352.800 2639.13 -107.000 0.000 8.500 20.227

4ft 11in 1.083 81.944 346.920 2595.14 -107.000 0.000 8.458 20.227

4ft 10in 1.167 80.556 341.040 2551.16 -107.000 0.000 8.417 20.227

4ft 9in 1.250 79.167 335.160 2507.17 -107.000 0.000 8.375 20.227

4ft 8in 1.333 77.778 329.280 2463.19 -107.000 0.000 8.333 20.227

4ft 7in 1.417 76.389 323.400 2419.20 -107.000 0.000 8.292 20.227

4ft 6in 1.500 75.000 317.520 2375.21 -107.000 0.000 8.250 20.227

4ft 5in 1.583 73.611 311.640 2331.23 -107.000 0.000 8.208 20.227

4ft 4in 1.667 72.222 305.760 2287.24 -107.000 0.000 8.167 20.227

4ft 3in 1.750 70.833 299.880 2243.26 -107.000 0.000 8.125 20.227

4ft 2in 1.833 69.444 294.000 2199.27 -107.000 0.000 8.083 20.227

4ft 1in 1.917 68.056 288.120 2155.29 -107.000 0.000 8.042 20.227

4ft 2.000 66.667 282.240 2111.30 -107.000 0.000 8.000 20.227

3ft 11in 2.083 65.278 276.360 2067.32 -107.000 0.000 7.958 20.227

0 1 2 3 4 5 6

0 2 4 6 8 10 12

-125 -100 -75 -50 -25 0 25

0 4 8 12 16 20 24

Sounding

Ullage

Capacity

LCG

TCG

VCG

FSM

Soundings & Ullage ft

Fu el

T an k

F ul l

Capacity Long Ton

Centre of Gravity ft

Free Surface Moment Long Ton.ft

Fuel Tank

Trim: 0 ft; Heel: 0 deg to starboard Sounding

Ullage

Capacity

LCG

TCG

VCG

FSM

Ullage ft

% Full Capacity ft^3

Capacity US Gal

LCG

ft

TCG

ft

VCG

ft

FSM

Long Ton.ft

3ft 10in 2.167 63.889 270.480 2023.33 -107.000 0.000 7.917 20.227

3ft 9in 2.250 62.500 264.600 1979.35 -107.000 0.000 7.875 20.227

3ft 8in 2.333 61.111 258.720 1935.36 -107.000 0.000 7.833 20.227

3ft 7in 2.417 59.722 252.840 1891.37 -107.000 0.000 7.792 20.227

3ft 6in 2.500 58.333 246.960 1847.39 -107.000 0.000 7.750 20.227

3ft 5in 2.583 56.944 241.080 1803.40 -107.000 0.000 7.708 20.227

3ft 4in 2.667 55.556 235.200 1759.42 -107.000 0.000 7.667 20.227

3ft 3in 2.750 54.167 229.320 1715.43 -107.000 0.000 7.625 20.227

3ft 2in 2.833 52.778 223.440 1671.45 -107.000 0.000 7.583 20.227

3ft 1in 2.917 51.389 217.560 1627.46 -107.000 0.000 7.542 20.227

3ft 3.000 50.000 211.680 1583.48 -107.000 0.000 7.500 20.227

2ft 11in 3.083 48.611 205.800 1539.49 -107.000 0.000 7.458 20.227

2ft 10in 3.167 47.222 199.920 1495.51 -107.000 0.000 7.417 20.227

2ft 9in 3.250 45.833 194.040 1451.52 -107.000 0.000 7.375 20.227

2ft 8in 3.333 44.444 188.160 1407.53 -107.000 0.000 7.333 20.227

2ft 7in 3.417 43.056 182.280 1363.55 -107.000 0.000 7.292 20.227

2ft 6in 3.500 41.667 176.400 1319.56 -107.000 0.000 7.250 20.227

2ft 5in 3.583 40.278 170.520 1275.58 -107.000 0.000 7.208 20.227

2ft 4in 3.667 38.889 164.640 1231.59 -107.000 0.000 7.167 20.227

2ft 3in 3.750 37.500 158.760 1187.61 -107.000 0.000 7.125 20.227

2ft 2in 3.833 36.111 152.880 1143.62 -107.000 0.000 7.083 20.227

2ft 1in 3.917 34.722 147.000 1099.64 -107.000 0.000 7.042 20.227

2ft 4.000 33.333 141.120 1055.65 -107.000 0.000 7.000 20.227

1ft 11in 4.083 31.944 135.240 1011.67 -107.000 0.000 6.958 20.227

1ft 10in 4.167 30.556 129.360 967.68 -107.000 0.000 6.917 20.227

1ft 9in 4.250 29.167 123.480 923.69 -107.000 0.000 6.875 20.227

1ft 8in 4.333 27.778 117.600 879.71 -107.000 0.000 6.833 20.227

1ft 7in 4.417 26.389 111.720 835.72 -107.000 0.000 6.792 20.227

1ft 6in 4.500 25.000 105.840 791.74 -107.000 0.000 6.750 20.227

1ft 5in 4.583 23.611 99.960 747.75 -107.000 0.000 6.708 20.227

1ft 4in 4.667 22.222 94.080 703.77 -107.000 0.000 6.667 20.227

1ft 3in 4.750 20.833 88.200 659.78 -107.000 0.000 6.625 20.227

1ft 2in 4.833 19.444 82.320 615.80 -107.000 0.000 6.583 20.227

1ft 1in 4.917 18.056 76.440 571.81 -107.000 0.000 6.542 20.227

12in 5.000 16.667 70.560 527.83 -107.000 0.000 6.500 20.227

11in 5.083 15.278 64.680 483.84 -107.000 0.000 6.458 20.227

10in 5.167 13.889 58.800 439.85 -107.000 0.000 6.417 20.227

9in 5.250 12.500 52.920 395.87 -107.000 0.000 6.375 20.227

8in 5.333 11.111 47.040 351.88 -107.000 0.000 6.333 20.227

7in 5.417 9.722 41.160 307.90 -107.000 0.000 6.292 20.227

6in 5.500 8.333 35.280 263.91 -107.000 0.000 6.250 20.227

5in 5.583 6.944 29.400 219.93 -107.000 0.000 6.208 20.227

4in 5.667 5.556 23.520 175.94 -107.000 0.000 6.167 20.227

3in 5.750 4.167 17.640 131.96 -107.000 0.000 6.125 20.227

2in 5.833 2.778 11.760 87.97 -107.000 0.000 6.083 20.227

1in 5.917 1.389 5.880 43.99 -107.000 0.000 6.042 20.227

0in 6.000 0.000 0.000 0.00 -107.000 0.000 6.000 0.000

2. Tank Calibrations - Ballast Tank #1P (Fr 0-3)

Fluid Type = Fresh Water Specific gravity = 1

Ullage ft

% Full Capacity ft^3

Capacity US Gal

LCG

ft

TCG

ft

VCG

ft

FSM

Long Ton.ft

12ft 0.010 99.891 5559.664 41589.18 -11.363 -14.971 6.971 1150.847

11ft 11in 0.093 99.057 5513.287 41242.25 -11.371 -14.972 6.929 1172.859

11ft 10in 0.177 98.201 5465.650 40885.90 -11.381 -14.973 6.886 1226.400

11ft 9.77in 0.196 98.000 5454.442 40802.06 -11.384 -14.973 6.876 1228.527

11ft 9.65in 0.205 97.900 5448.877 40760.43 -11.385 -14.973 6.871 1229.504

11ft 9in 0.260 97.329 5417.098 40522.71 -11.393 -14.973 6.842 1234.213

11ft 8in 0.343 96.455 5368.463 40158.89 -11.405 -14.974 6.798 1239.192

11ft 7in 0.427 95.580 5319.775 39794.68 -11.417 -14.974 6.754 1242.053

11ft 6in 0.510 94.703 5270.948 39429.43 -11.430 -14.974 6.710 1247.153

11ft 5in 0.593 93.825 5222.049 39063.64 -11.443 -14.974 6.665 1247.161

11ft 4in 0.677 92.946 5173.150 38697.85 -11.457 -14.974 6.621 1247.168

11ft 3in 0.760 92.067 5124.251 38332.06 -11.470 -14.974 6.576 1247.175

11ft 2in 0.843 91.189 5075.352 37966.27 -11.484 -14.974 6.532 1247.181

11ft 1in 0.927 90.310 5026.452 37600.47 -11.499 -14.974 6.487 1247.186

11ft 1.010 89.432 4977.553 37234.68 -11.513 -14.974 6.443 1247.191

10ft 11in 1.093 88.553 4928.654 36868.89 -11.528 -14.974 6.398 1247.196

10ft 10in 1.177 87.675 4879.754 36503.10 -11.543 -14.974 6.353 1247.201

10ft 9in 1.260 86.796 4830.855 36137.31 -11.558 -14.974 6.308 1247.206

10ft 8in 1.343 85.917 4781.955 35771.51 -11.574 -14.974 6.263 1247.211

10ft 7in 1.427 85.039 4733.056 35405.72 -11.590 -14.974 6.218 1247.216

10ft 6in 1.510 84.160 4684.156 35039.92 -11.607 -14.974 6.173 1247.221

10ft 5in 1.593 83.282 4635.256 34674.13 -11.623 -14.974 6.128 1247.226

10ft 4in 1.677 82.403 4586.356 34308.33 -11.641 -14.974 6.083 1247.231

10ft 3in 1.760 81.525 4537.456 33942.53 -11.658 -14.974 6.038 1247.235

10ft 2in 1.843 80.646 4488.556 33576.73 -11.676 -14.974 5.993 1247.240

10ft 1in 1.927 79.767 4439.656 33210.94 -11.694 -14.974 5.947 1247.245

0 2.5 5 7.5 10 12.5 15

0 30 60 90 120 150 180

-20 -15 -10 -5 0 5 10

0 250 500 750 1000 1250 1500

Sounding

Ullage

Capacity

LCG

TCG

VCG

FSM

Soundings & Ullage ft

Ba lla st T an k

#1 P

(F r 0

-3

F ul l

Capacity Long Ton

Centre of Gravity ft

Free Surface Moment Long Ton.ft

Ballast Tank #1P (Fr 0-3)

Trim: 0 ft; Heel: 0 deg to starboard Sounding

Ullage

Capacity

LCG

TCG

Ullage ft

% Full Capacity ft^3

Capacity US Gal

LCG

ft

TCG

ft

VCG

ft

FSM

Long Ton.ft

10ft 2.010 78.889 4390.756 32845.14 -11.713 -14.974 5.902 1247.250

9ft 11in 2.093 78.010 4341.855 32479.33 -11.732 -14.974 5.856 1247.255

9ft 10in 2.177 77.132 4292.955 32113.54 -11.751 -14.974 5.810 1247.260

9ft 9in 2.260 76.253 4244.055 31747.74 -11.771 -14.974 5.765 1247.265

9ft 8in 2.343 75.374 4195.154 31381.93 -11.792 -14.974 5.719 1247.270

9ft 7in 2.427 74.496 4146.254 31016.14 -11.813 -14.974 5.673 1247.275

9ft 6in 2.510 73.617 4097.353 30650.33 -11.834 -14.974 5.627 1247.280

9ft 5in 2.593 72.739 4048.452 30284.53 -11.856 -14.974 5.581 1247.285

9ft 4in 2.677 71.860 3999.551 29918.72 -11.878 -14.974 5.534 1247.290

9ft 3in 2.760 70.981 3950.650 29552.92 -11.901 -14.974 5.488 1247.295

9ft 2in 2.843 70.103 3901.749 29187.11 -11.925 -14.974 5.442 1247.300

9ft 1in 2.927 69.224 3852.848 28821.31 -11.949 -14.975 5.395 1247.305

9ft 3.010 68.346 3803.947 28455.50 -11.974 -14.975 5.348 1247.310

8ft 11in 3.093 67.467 3755.046 28089.70 -11.999 -14.975 5.301 1247.315

8ft 10in 3.177 66.588 3706.145 27723.89 -12.026 -14.975 5.254 1247.320

8ft 9in 3.260 65.710 3657.244 27358.09 -12.052 -14.975 5.207 1247.325

8ft 8in 3.343 64.831 3608.342 26992.27 -12.080 -14.975 5.160 1247.330

8ft 7in 3.427 63.952 3559.441 26626.47 -12.108 -14.975 5.112 1247.335

8ft 6in 3.510 63.074 3510.539 26260.66 -12.137 -14.975 5.065 1247.340

8ft 5in 3.593 62.195 3461.637 25894.84 -12.167 -14.975 5.017 1247.345

8ft 4in 3.677 61.317 3412.736 25529.04 -12.198 -14.975 4.969 1247.350

8ft 3in 3.760 60.438 3363.834 25163.23 -12.230 -14.975 4.921 1247.355

8ft 2in 3.843 59.559 3314.932 24797.42 -12.262 -14.975 4.872 1247.359

8ft 1in 3.927 58.681 3266.030 24431.60 -12.296 -14.975 4.824 1247.364

8ft 4.010 57.802 3217.128 24065.79 -12.331 -14.975 4.775 1247.369

7ft 11in 4.093 56.924 3168.226 23699.98 -12.366 -14.975 4.726 1247.373

7ft 10in 4.177 56.045 3119.324 23334.17 -12.403 -14.975 4.677 1247.378

7ft 9in 4.260 55.166 3070.422 22968.35 -12.441 -14.975 4.627 1247.382

7ft 8in 4.343 54.288 3021.519 22602.53 -12.480 -14.975 4.578 1247.387

7ft 7in 4.427 53.409 2972.618 22236.73 -12.521 -14.975 4.528 1247.239

7ft 6in 4.510 52.530 2923.720 21870.95 -12.563 -14.975 4.478 1246.953

7ft 5in 4.593 51.655 2875.003 21506.52 -12.605 -14.975 4.427 1242.630

7ft 4in 4.677 50.780 2826.294 21142.15 -12.649 -14.975 4.377 1242.344

7ft 3in 4.760 49.905 2777.590 20777.82 -12.694 -14.975 4.326 1241.950

7ft 2in 4.843 49.030 2728.893 20413.54 -12.741 -14.975 4.274 1241.350

7ft 1in 4.927 48.156 2680.241 20049.60 -12.790 -14.976 4.223 1197.928

7ft 5.010 47.315 2633.417 19699.33 -12.832 -14.975 4.173 1197.811

6ft 11in 5.093 46.473 2586.595 19349.08 -12.875 -14.975 4.123 1197.619

6ft 10in 5.177 45.632 2539.776 18998.85 -12.920 -14.975 4.072 1197.345

6ft 9in 5.260 44.791 2492.961 18648.64 -12.966 -14.974 4.021 1196.983

6ft 8in 5.343 43.950 2446.152 18298.49 -13.015 -14.974 3.970 1196.524

6ft 7in 5.427 43.109 2399.349 17948.38 -13.065 -14.974 3.918 1195.950

6ft 6in 5.510 42.268 2352.555 17598.33 -13.117 -14.973 3.866 1195.240

6ft 5in 5.593 41.428 2305.772 17248.37 -13.171 -14.973 3.814 1194.345

6ft 4in 5.677 40.588 2259.004 16898.52 -13.228 -14.973 3.761 1193.107

6ft 3in 5.760 39.748 2212.258 16548.84 -13.286 -14.973 3.708 1191.055

6ft 2in 5.843 38.948 2167.724 16215.70 -13.335 -14.973 3.657 1102.371

6ft 1in 5.927 38.174 2124.647 15893.46 -13.379 -14.972 3.607 1102.126

6ft 6.010 37.400 2081.573 15571.25 -13.424 -14.972 3.557 1101.803

5ft 11in 6.093 36.626 2038.505 15249.08 -13.470 -14.971 3.506 1101.392

5ft 10in 6.177 35.852 1995.442 14926.94 -13.519 -14.971 3.455 1100.883

5ft 9in 6.260 35.079 1952.387 14604.87 -13.570 -14.970 3.404 1100.256

5ft 8in 6.343 34.305 1909.342 14282.87 -13.624 -14.970 3.352 1099.484

5ft 7in 6.427 33.532 1866.308 13960.95 -13.679 -14.970 3.300 1098.503

5ft 6in 6.510 32.759 1823.290 13639.16 -13.737 -14.969 3.247 1097.155

5ft 5in 6.593 31.987 1780.296 13317.54 -13.798 -14.969 3.194 1094.875

5ft 4in 6.677 31.258 1739.750 13014.23 -13.847 -14.969 3.144 1000.966

5ft 3in 6.760 30.555 1700.634 12721.63 -13.889 -14.968 3.094 1000.710

5ft 2in 6.843 29.853 1661.521 12429.04 -13.934 -14.968 3.045 1000.372

5ft 1in 6.927 29.150 1622.414 12136.50 -13.980 -14.967 2.995 999.947

5ft 7.010 28.447 1583.312 11844.00 -14.029 -14.967 2.945 999.425

Ullage ft

% Full Capacity ft^3

Capacity US Gal

LCG

ft

TCG

ft

VCG

ft

FSM

Long Ton.ft

4ft 11in 7.093 27.745 1544.219 11551.56 -14.080 -14.966 2.894 998.786

4ft 10in 7.177 27.043 1505.135 11259.19 -14.133 -14.966 2.843 997.999

4ft 9in 7.260 26.341 1466.063 10966.91 -14.190 -14.965 2.791 996.999

4ft 8in 7.343 25.639 1427.007 10674.75 -14.249 -14.965 2.739 995.609

4ft 7in 7.427 24.938 1387.976 10382.78 -14.311 -14.965 2.686 993.243

4ft 6in 7.510 24.286 1351.724 10111.60 -14.358 -14.964 2.637 899.561

4ft 5in 7.593 23.655 1316.568 9848.61 -14.399 -14.963 2.588 899.288

4ft 4in 7.677 23.023 1281.417 9585.67 -14.442 -14.963 2.540 898.938

4ft 3in 7.760 22.392 1246.270 9322.75 -14.488 -14.962 2.490 898.503

4ft 2in 7.843 21.760 1211.130 9059.88 -14.537 -14.961 2.441 897.968

4ft 1in 7.927 21.129 1175.998 8797.08 -14.588 -14.960 2.391 897.315

4ft 8.010 20.498 1140.875 8534.34 -14.642 -14.959 2.340 896.514

3ft 11in 8.093 19.867 1105.765 8271.70 -14.700 -14.959 2.289 895.490

3ft 10in 8.177 19.237 1070.672 8009.18 -14.761 -14.958 2.238 894.060

3ft 9in 8.260 18.607 1035.604 7746.86 -14.826 -14.958 2.185 891.613

3ft 8in 8.343 18.033 1003.679 7508.04 -14.870 -14.957 2.137 798.156

3ft 7in 8.427 17.473 972.484 7274.69 -14.910 -14.956 2.090 797.870

3ft 6in 8.510 16.912 941.293 7041.36 -14.952 -14.955 2.042 797.505

3ft 5in 8.593 16.352 910.107 6808.07 -14.998 -14.954 1.994 797.055

3ft 4in 8.677 15.792 878.928 6574.84 -15.046 -14.952 1.945 796.508

3ft 3in 8.760 15.232 847.757 6341.66 -15.098 -14.951 1.896 795.844

3ft 2in 8.843 14.672 816.597 6108.57 -15.154 -14.950 1.846 795.034

3ft 1in 8.927 14.112 785.448 5875.56 -15.215 -14.949 1.796 793.976

3ft 9.010 13.553 754.317 5642.68 -15.280 -14.948 1.745 792.516

2ft 11in 9.093 12.994 723.212 5410.00 -15.350 -14.948 1.693 789.971

2ft 10in 9.177 12.487 694.978 5198.80 -15.397 -14.947 1.646 696.747

2ft 9in 9.260 11.997 667.744 4995.07 -15.436 -14.945 1.599 696.448

2ft 8in 9.343 11.508 640.514 4791.38 -15.479 -14.943 1.553 696.075

2ft 7in 9.427 11.019 613.289 4587.72 -15.525 -14.941 1.505 695.612

2ft 6in 9.510 10.530 586.071 4384.12 -15.576 -14.939 1.458 695.053

2ft 5in 9.593 10.041 558.862 4180.58 -15.631 -14.937 1.410 694.379

2ft 4in 9.677 9.552 531.663 3977.12 -15.692 -14.935 1.361 693.541

2ft 3in 9.760 9.064 504.476 3773.74 -15.760 -14.933 1.311 692.439

2ft 2in 9.843 8.576 477.308 3570.51 -15.835 -14.931 1.261 690.919

2ft 1in 9.927 8.088 450.167 3367.48 -15.919 -14.930 1.209 688.271

2ft 10.010 7.652 425.871 3185.74 -15.971 -14.928 1.162 595.247

1ft 11in 10.093 7.233 402.598 3011.64 -16.013 -14.924 1.117 594.911

1ft 10in 10.177 6.815 379.331 2837.59 -16.060 -14.920 1.071 594.496

1ft 9in 10.260 6.398 356.070 2663.59 -16.114 -14.916 1.024 593.971

1ft 8in 10.343 5.980 332.816 2489.64 -16.175 -14.911 0.977 593.281

1ft 7in 10.427 5.562 309.574 2315.77 -16.245 -14.906 0.929 592.399

1ft 6in 10.510 5.145 286.344 2142.00 -16.326 -14.902 0.880 591.278

1ft 5in 10.593 4.728 263.133 1968.37 -16.421 -14.897 0.830 589.819

1ft 4in 10.677 4.311 239.944 1794.91 -16.534 -14.893 0.779 587.731

1ft 3in 10.760 3.944 219.510 1642.05 -16.604 -14.886 0.732 492.867

1ft 2in 10.843 3.597 200.213 1497.70 -16.657 -14.877 0.687 492.119

1ft 1in 10.927 3.251 180.929 1353.44 -16.722 -14.867 0.641 491.115

12in 11.010 2.905 161.659 1209.29 -16.802 -14.856 0.594 489.770

11in 11.093 2.559 142.411 1065.31 -16.904 -14.844 0.547 487.939

10in 11.177 2.213 123.191 921.53 -17.036 -14.832 0.497 485.458

9in 11.260 1.869 104.012 778.06 -17.217…