TAI 1240_866-B115-01_Rev 4_WEIGHT ESTIMATE_06-08-22.pdf

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New Crane Barge Federal contract opportunity
Solicitation number
W912BU22B0018
Issued by
Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

This is a solicitation for a new crane barge to replace an existing vessel currently in operation for the U.S. Army Corps of Engineers Detroit District. The Corps is seeking the fabrication and delivery of a 150-foot long, 50-foot wide crane barge with a 10-foot depth and 5-foot design waterline. The barge must be built to ABS standards for Maltese Cross A-1 Steel Barges and meet intact stability requirements. Delivery is required at the St. Mary's Falls Canal in Sault Sainte Marie, Michigan, with liquidated damages applicable. Bid guarantees, payment bonds, and performance bonds will be necessary, and bids are due to the Corps by August 29th at 10:00am EDT.

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W912BU22B0018 Amendment 3.pdf PDF
Amendment 2 TAI 1240_866-B522-02_Rev 3_SPUD HANDLING SYSTEM ARRANGEMENT_05-23-22 (Redlined for Amendment).pdf PDF
W912BU22B0018 Amendment 2.pdf PDF
W912BU22B0018 Amendment 1 SF30.pdf PDF
866-B155-01_Rev 2_INTACT STABILITY ANALYSIS_10-12-21.pdf PDF
866-B522-02_Rev 4_SPUD HANDLING SYSTEM ARRANGEMENT_07-08-22.pdf PDF
866-B677-02_Rev 0_FIXED CO2 SYSTEM CALCULATIONS_02-11-22.pdf PDF
611-D460-02 Communications Mark.pdf PDF
W912BU22B0018 Amendment 1.pdf PDF
T1716010 KEEN Stability Letter - signed with Load Charts_106379386.pdf PDF
866-B685-01_REV 3_HEATING AND VENTILATION SYSTEM CALCULATIONS_04-26-22.pdf PDF
866-B330-07_Rev 1_BOOM REST DESIGN CALCULATIONS_02-28-22.pdf PDF
866-B406-01 MDC STANDARD FLOATING PLANT PAINT SCHEDULE.pdf PDF
866-B601-01 PIPE MARKING GUIDE.pdf PDF
W912BU22B0018.pdf PDF
866-B170-01_Rev 1_DRY DOCKING PLAN.pdf PDF
866-B105-01_Rev 0_HULL LINES AND OFFSETS.pdf PDF
866-B309-01 Rev 6 TRANSVERSE STRUCTURE.pdf PDF
866-B307-03 Rev 5 RAKE STRUCTURE.pdf PDF
866-B330-03_Rev 1_MACHINERY AND WINCH FOUNDATIONS CALCULATIONS pdf.pdf PDF
866-B552_01_Rev 3_SPUD WELL STRUCTURAL ARRANGEMENT.pdf PDF
866-B685-02_Rev 4_HEATING AND VENTILATION SYSTEM DRAWING.pdf PDF
866-B677-01_Rev 2_FIXED FIRE EXTINGUISHING SYSTEM.pdf PDF
866-B640-01_Rev 2_ENGINE COOLING SYSTEM.pdf PDF
866-B630-01_Rev 2_FUEL OIL SYSTEM ARRANGEMENT.pdf PDF
866-B635-01_Rev 2_LUBE OIL STORAGE ARRANGEMENT.pdf PDF
866-B637-01_Rev 2_WASTE OIL SYSTEM.pdf PDF
866-B690-01_Rev 1_COMPRESSED AIR SYSTEM.pdf PDF
866-B660-03_Rev 2_DECK WASHDOWN SYSTEM.pdf PDF
TAI 1240_866-B130-01_Rev 2_TANK CAPACITY PLAN REPORT_06-02-22.pdf PDF
866-B130-02_Rev 3_TANK ARRANGEMENT.pdf PDF
866-B410-02_Rev 2_TOW KNEES RUB RAILS AND FENDERS.pdf PDF
866-B420-01_Rev 2_DECK FITTINGS ARRANGEMENT.pdf PDF
866-B427-01_Rev 2_LADDER ARRANGEMENT.pdf PDF
866-B470-01_Rev 2_TRANSDUCER WELL DETAILS.pdf PDF
866-B405-01_REV 2_CATHODIC PROTECTION.pdf PDF
866-B670-01_Rev 3_FILLS VENTS AND SOUNDS.pdf PDF
866-B660-02_Rev 2_BILGE AND BALLAST SYSTEM.pdf PDF
866-B125-01_Rev 1_HYDROSTATICS_05-26-21.pdf PDF
866-B301-01 Rev 5 MIDSHIP SECTION.pdf PDF
866-B320-01_Rev 2_INDEPENDENT TANKS.pdf PDF
866-B330-05_Rev 4_CRANE REINFORCED DECK AREA.pdf PDF
866-B330-01_Rev 2_DECK DUNNAGE PLAN.pdf PDF
866-B310-01 REV 4 WELDING SCHEDULE.pdf PDF
866-B425-01_Rev 0_WALKWAYS PLATFORMS RAILINGS AND GRATINGS.pdf PDF
866-B415-01_Rev 2_DOORS WINDOWS HATCHES AND MANHOLES.pdf PDF
866-B730-04_REV 3_ELECTRICAL POWER PLANT.pdf PDF
866-B330-04_Rev 2_CRANE TRACKING AREA.pdf PDF
866-B667-01_REV 1_SANITARY AND BLACK WATER SYSTEM.pdf PDF
866-B730-01_Rev 1_LIGHTING PLAN.pdf PDF
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Text version

Weight (L Ton)

VCG

(Ft)

LCG

(Ft)

TCG

(Ft)

730.68 6.63 78.62 -0.04

Axis Reference

LCG Fr 0

VCG BL

TCG CL

Rev.#

(1) All the bottom transverse girders of 3/8" thickness have been updated to 5/8" thickness as per the latest FE analysis.

(2) Rake structure updates as per ABS comments have been incorporated in the latest weight report.

(3) The increased weight due to the updated structure, has been absorbed within the contract design margin. As per the SOW, corrected the contract level construction/builder margin to be 10% and the rest 1% to be contract design margin. The contract design margin has been depleted to 1% due to the finalisation of structural members with the more accurate calculations, FE analysis and comments received from ABS and MDC.

Up

(1) All the structural members of 1/4" thickness which are located below main deck have been updated to 3/8" thickness. as per the comments received from MDC.

(2) Spud, spud-well structure and spud winch weights are revised as per latest Spud winch arrangement drawing.

(3) The weights & CGs of the deck fittings equipment, winches etc, have been updated with the technical information received from the selected vendor cutsheets.

(4) The increased weight due to the updated structure and equipment weights, has been absorbed within the Design Margin of 10%, which was considered in the preliminary stage. The design margin has been depleted to 8.5% due to the finalisation of structural members with the more accurate calculations, FE analysis and comments received from ABS and MDC.

(1) Government Comments received vide letter MDC/3265-0036, dt.April 30, 2021 have been updated and incorporated in this report.

(2) All changes occured due to the revised General Arrangement drawing and tank arrngement drawings have been incorporated.

(3) In addition, all the weight items wherever changes occurred due to engineering development and various comments on other drawings, documents and calculations have also been incorporated.

(1) The weight of Stanchions is increased due to the schedule change (10" Sch 80 to Sch.120).

(2) 3 Nos. of Longitudinal stiffeners are added on 9' OCL longitudinal bulkhead (P&S).

(5) There is a minor change in the carlings around the deck openings, hatches to address ABS comments and they have been captured is this weight report.

The increase in weight due to the above changes has been calculated. The increased weight due to the updated structure, has been absorbed within the contract design margin. As per the SOW, corrected the contract level construction/builder margin to be 10% and the rest 0.2% to be contract design margin. The contract design margin has been depleted to 0.2% due to the finalisation of structural members with the more accurate calculations, FE analysis and comments received from ABS and MDC.

CELRE CRANE BARGE HARVEY REPLACEMENT

WEIGHT REPORT REV 4

SUMMARY OF CHANGES

Summary of Changes from last weight report

Reference Coordinate System

THE WEIGHT AND THE LIGHTSHIP DISPLACEMENT STATUS (FROM COMPUTATIONS) :

Total lightship displacement

Positive Direction

Aft

Stbd

Initial Issue

ESWBS NO. DESCRIPTION

TOTAL WEIGHT

(LT)

LCG

Aft of origin

(ft)

Longitudinal Moment (LT-ft)

VCG

Above

Baseline (ft)

Vertical Moment (LT-ft)

TCG

From CL stbd

(ft)

Transverse Moment (LT-ft)

100 STRUCTURE 480.58 80.18 38,535.30 5.71 2,743.76 -0.06 -30.78

200 PROPULSION SYSTEMS 0.00 0.00 0.00 0.00 0.00 0.00 0.00

300 ELECTRICAL 12.73 96.40 1,227.25 5.46 69.56 1.60 20.41

400 COMMAND & SURVEILLANCE 0.57 124.60 71.20 14.00 8.00 12.50 7.14

500 AUXILIARY SYSTEMS 51.27 88.85 4,555.18 5.69 291.46 -1.13 -57.77

600 OUTFIT 117.68 67.71 7,968.37 8.89 1,045.93 0.25 29.72

SUBTOTAL W/O MARGINS 662.83 78.99 52,357.30 6.27 4,158.70 -0.05 -31.27

0.2% DESIGN MARGIN 1.56 75.00 117.32 5.00 7.82 0.00 0.00

10.0% BUILDER MARGIN 66.28 75.00 4,971.25 5.00 331.42 0.00 0.00

LIGHTSHIP WITH WEIGHT MARGINS 730.68 78.62 57,445.87 6.16 4,497.94 -0.04 -31.27

7.5% KG MARGIN AS PER SAWE RP-14 - - - 0.47 - - -

TOTAL LIGHTSHIP WEIGHT WITH MARGINS 730.68 78.62 6.63 -0.04

VARIABLE WEIGHT

SPUD & SPUD COLLAR FORWARD (PORT) 14.22 45.00 640.04 30.00 426.70 -22.23 -316.17

SPUD & SPUD COLLAR FORWARD (STBD) 14.22 45.00 640.04 30.00 426.70 22.23 316.17

SPUD & SPUD COLLAR AFT (STBD) 14.22 129.00 1,834.79 30.00 426.70 22.23 316.17

TOTAL SPUD & SPUD COLLAR WEIGHT 42.67 73.00 3,114.88 30.00 1,280.09 7.41 316.17

TOTAL LIGHTSHIP WEIGHT (WITH SPUDS IN FULLY

ELEVATED POSITION).

773.35 78.31 60,560.76 7.47 5,778.03 0.37 284.90

WEIGHT SUMMARY - LIGHTSHIP

Project: TAI-1240 CELRE CRANE BARGE HARVEY REPLACEMENT

100-STRUCTURE REVISION: 4

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

BOTTOM SHELL

111 Bottom Shell Plate (without Ice Belt) (Fr. 2 to Fr. 24) 5954.07 0.375 15.31 91182.76 1 91182.76 74.50 3032.64 0.00 0.00 0.00 0.00 C

111 Bottom Shell Plate(Ice Belt) Fwd & Aft Side 459.06 0.625 25.52 11716.90 2 23433.81 74.50 779.38 1.53 16.01 0.00 0.00 C

116 Bottom Shell Long'l L5"x3"x3/8" ( 7 each on P and S), Fr.3 to Fr.23 120.00 9.80 1176.00 14 16464.00 74.50 547.58 0.27 1.96 0.00 0.00 C

116 Bottom Shell Long'l L5"x3"x3/8" ( 3 each on P and S) Fr.3 to Fr.12 54.00 9.80 529.20 6 3175.20 39.00 551.25 0.27 1.96 0.00 0.00 C

116 Bottom Shell Long'l L5"x3"x3/8" ( 3 each on P and S) Fr.14 to Fr.21 42.00 9.80 411.60 6 2469.60 102.00 551.25 0.27 1.96 0.00 0.00 C

Bottom Shell Long'l L5"x3"x3/8" ( 10 each on P and S) (Bottom flat portion, fwd of Fr.3 & aft of Fr.23)

4.00 9.80 39.20 40 1568.00 83.79 551.25 0.27 1.96 0.00 0.00 C

Bottom Shell Long'l L5"x3"x3/8" ( 10 each on P and S) (Rake portion of fwd and aft)

13.00 9.80 127.40 40 5096.00 86.96 551.25 2.47 1.96 0.00 0.00 C

116 Bottom Shell Long'l Girder at CL, 16"x4"x3/8" FP, Fr.3 to Fr.5 & Fr.6 to Fr.23 190.00 0.375 15.31 2909.73 1 2909.73 75.00 97.42 1.33 1.73 0.00 0.00 C

Bottom Shell Long'l Girder P & S, 16"x4"x3/8" FP, (Bottom flat portion, fwd of Fr.3 & aft of Fr.23)

6.67 0.375 15.31 102.10 4 408.38 75.00 13.67 1.33 0.24 0.00 0.00 C

Bottom Shell Long'l Girder P & S, 16"x4"x3/8" FP, (Rake portion of fwd and aft)

20.00 0.375 15.31 306.29 4 1225.15 75.00 41.02 2.99 1.63 0.00 0.00 C

116 Bottom Shell Long'l Girder P & S, 16"x4"x3/8" FP, Fr. 12 to Fr. 23 110.00 0.375 15.31 1684.58 2 3369.16 99.00 148.90 1.33 2.00 0.00 0.00 C

SIDE SHELL

111 Side shell Plate 3/8" th. (P & S) 339.95 0.375 15.31 5206.09 2.00 10412.17 74.50 346.30 5.54 25.77 0.00 0.00 C

111 Side shell Plate 1/2" th. (P & S) Ice Belt 624.82 0.500 20.42 12758.35 2.00 25516.70 74.50 848.66 5.17 58.86 0.00 0.00 C

111 Side shell Plate 5/8" th. (P & S) Ice Belt Rakes 152.75 0.625 25.52 3898.89 2.00 7797.77 74.50 259.35 5.14 17.89 0.00 0.00 C

111 Bilge Radius Plate. (P & S) Fr.5 to Fr.21 218.16 0.500 20.42 4454.67 2.00 8909.33 75.00 298.30 0.43 1.71 0.00 0.00 C

111 Bilge Radius Plate. Aft & Fwd Rakes 43.76 0.625 25.52 1117.00 2.00 2234.01 75.00 74.80 2.89 2.89 0.00 0.00 C

111 Gunwale Plate. (P & S) Fr.5 to Fr.21 107.32 0.375 15.31 1643.57 2.00 3287.13 75.00 110.06 9.90 14.53 0.00 0.00 C

111 Gunwale Plate. (P & S) Aft & Fwd Rakes, (Headlog/Transom included) 31.06 0.375 15.31 475.63 2.00 951.27 75.00 31.85 9.98 4.24 0.00 0.00 C

Side shell Longitudinals L4"x3"x3/8", (P & S) (Fr.0 to Fr. 3, Fr.23 to Fr.26)

25.00 8.50 212.50 14.00 2975.00 75.00 99.61 5.41 7.19 0.00 0.00 C

116 Side shell Longitudinals L4"x3"x3/8", (Fr. 5 to Fr.21) (P & S) 96.00 8.50 816.00 16.00 13056.00 75.00 437.14 5.00 29.14 0.00 0.00 C

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

116 Side shell Transverse Webs FP 10"x4"x3/8", (Fr. 0 to Fr.3, Fr.23 to Fr.26) (P & S) 146.56 1.17 0.375 15.31 2618.60 2.00 5237.19 75.00 175.35 5.00 11.69 0.00 0.00 C

MAIN DECK

131 Main deck Plate (1000 psf) (Fr. 0 to Fr.12) 2239.26 0.375 15.31 34292.83 1.00 34292.83 40.83 625.13 10.20 156.15 0.00 0.00 C

131 Main deck Longitudinals L5"x3"x3/8" (Fr. 0 to Fr.12) 63.00 9.80 617.40 13.00 8026.20 39.00 139.74 9.73 34.88 0.00 0.00 C

131 Main deck Plate (1000 psf) (Fr. 12 to Fr.20) 1059.77 0.375 15.31 16229.70 1.00 16229.70 40.83 295.85 10.15 73.54 0.00 0.00 C

131 Main deck Longitudinals L5"x3"x3/8" (Fr. 12 to Fr.20) 49.67 9.80 486.77 10.00 4867.66 93.00 202.09 9.73 21.15 0.00 0.00 C

131 Main deck Plate (1000 psf) (Fr.20 to Fr. 26) 1563.93 0.375 15.31 23950.57 1.00 23950.57 136.90 1463.79 10.25 109.60 0.00 0.00 C

131 Main deck Longitudinals L5"x3"x3/8" (Fr. 20 to Fr.26) 32.67 9.80 320.17 22.00 7043.65 132.33 416.12 9.73 30.61 0.00 0.00 C

Main deck Plate (Crane Track Area) (Fr. 0 to Fr.12)

1074.67 0.750 30.63 32915.64 1.00 32915.64 34.75 510.63 10.28 151.05 0.00 0.00 C

131 Main deck Longitudinals L5"x3"x1/2" IWO Crane Track Area 63.00 12.80 806.40 8.00 6451.20 49.47 142.48 9.73 28.03 0.00 0.00 C

131 Main deck Plate (5000 psf) (Dunnage Area) 1423.56 0.625 25.52 36334.93 1.00 36334.93 98.94 1604.89 10.28 166.74 0.00 0.00 C

131 Main deck Longitudinals L5"x3"x3/8" IWO Dunnage area 49.67 9.80 486.77 8.00 3894.13 92.98 161.64 9.73 16.92 0.00 0.00 C

131 Main deckl Long'l Girder at CL, 18"x6"x5/8" FP 108.00 0.625 25.52 2756.58 1.00 2756.58 96.00 118.14 8.95 11.01 0.00 0.00 C

Main deck Long'l Girder P & S, 16"x6"x1/2" FP, (17' OCL CANTED TO 14' OCL)

275.00 0.500 20.42 5615.27 2.00 11230.53 75.00 376.02 9.02 45.22 0.00 0.00 C

131 Main deck Longitudinals FP 16"x10"x3/4" (HATCH 14 P&S) 19.50 0.750 30.63 597.26 2.00 1194.52 109.50 58.39 9.33 4.98 0.00 0.00 C

131 Main deck Longitudinals FP 16"x6"x3/4" (HATCH 14) 14.67 0.750 30.63 449.22 1.00 449.22 106.50 21.36 9.33 1.87 0.00 0.00 C

131 Main deck Longitudinals L 6"x6"x1/2" (HATCH 13) 8.00 19.60 156.80 1.00 156.80 67.50 4.73 9.75 0.68 0.00 0.00 C

INNER BOTTOM DECK

111 Inner Bottom Plate (Fr. 3 to Fr. 4) 111.00 0.375 15.31 1699.89 1 1699.89 18.00 13.66 2.00 1.52 0.00 0.00 C

116 Stiffeners L5"x3"x1/2" (Fr.3 to Fr.4) 6.00 12.80 76.80 8.00 614.40 17.50 4.80 0.27 0.07 0.00 0.00 C

111 Inner Bottom Plate (Fr. 6 to Fr. 7) 45.00 0.375 15.31 689.15 2 1378.29 36.00 22.15 2.00 1.23 0.00 0.00 C

116 Stiffeners L5"x3"x1/2" (Fr. 6 to Fr. 7) 6.00 12.80 76.80 6.00 460.80 35.90 7.39 0.27 0.05 0.00 0.00 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

111 Inner Bottom Plate (Fr. 9 to Fr. 10) 54.00 0.375 15.31 826.98 2 1653.95 36.00 26.58 2.00 1.48 0.00 0.00 C

116 Stiffeners L5"x3"x1/2" (Fr. 9 to Fr. 10) 6.00 12.80 76.80 8.00 614.40 53.71 14.73 0.27 0.07 0.00 0.00 C

CENTER LINE LONGITUDINAL SECTION

121 Fwd Long'l BHD PL 3/8" Th.(Fr.0 to Fr.3) (P & S) 123.24 0.375 15.31 1887.27 2.00 3774.54 10.00 16.85 5.67 9.55 0.00 0.00 C

121 Long'l stiffeners L4"x3'x3/8" (Fr.0 to Fr.3) 21.00 8.50 178.50 4.00 714.00 10.00 3.19 5.41 1.72 0.00 0.00 C

121 Aft Long'l BHD PL 3/8" Th.(Fr.23 to Fr.26) 123.24 0.375 15.31 1887.27 1.00 1887.27 142.50 120.06 5.67 4.78 0.00 0.00 C

121 Long'l stiffeners L4"x3'x3/8" (Fr.23 to Fr.26) 15.00 8.50 127.50 4.00 510.00 142.50 32.44 5.41 1.23 0.00 0.00 C

121 Fuel oil Tank BHD PL 3/8" Th. 60.00 0.375 15.31 918.86 1.00 918.86 54.00 22.15 5.50 2.26 0.00 0.00 C

121 Fuel oil Tank Long'l BHD stiffeners L5"x3'x3/8" 8.00 9.80 78.40 4.00 313.60 54.00 7.56 5.50 0.77 0.00 0.00 C

121 10" Stanchion Sch. 80 7.50 64.43 483.23 4.00 1932.90 96.00 82.84 5.00 4.31 0.00 0.00 C

121 Deck Long'l Girder(18"X6"X5/8" FP) (Fr.12 to Fr.18) 45.00 0.625 25.52 1148.58 1.00 1148.58 99.00 50.76 9.50 4.87 0.00 0.00 C

121 Deck Long'l Girder(16"X6"X1/2" FP) (Fr.19+2'-6" to Fr.21) 8.97 0.500 20.42 183.12 1.00 183.12 132.80 10.86 9.90 0.81 0.00 0.00 C

121 Deck Long'l (L5"X3"X3/8") (Fr.4 to Fr.11) 26.69 0.375 15.31 408.71 1.00 408.71 30.00 5.47 10.00 1.82 0.00 0.00 C

121 Bottom Long'l Girder(16"X4"X3/8" FP) (Fr.12 to Fr.23) 66.00 1.67 0.375 15.31 1684.58 1.00 1684.58 90.00 67.68 0.60 0.45 0.00 0.00 C

121 Bottom Long'l (L5"X3"X3/8") (Fr.4 to Fr.12) 47.85 0.375 15.31 732.85 1.00 732.85 45.00 14.72 0.20 0.07 0.00 0.00 C

121 Stiffener at FR.17 FP 15"X4"X3/8" 12.94 0.375 15.31 198.10 1.00 198.10 99.00 8.76 5.30 0.47 0.00 0.00 C

121 DBLR Plate Dia 12"X1/2" 0.81 0.500 20.42 16.54 12.00 198.47 75.00 6.65 5.30 0.47 0.00 0.00 C

121 Stanchion Dia 10"XSCH 120 Pipe (Fr.18, Fr. 19.5) 7.62 0.844 89.29 680.39 2.00 1360.78 110.00 66.82 5.30 3.22 0.00 0.00 C

LONGITUDINAL SECTION AT 9' OCL (P & S)

121 BHD PL 3/8" Th.(Fr. 3 to Fr. 23) 945.00 0.375 15.31 14472.07 2.00 28944.14 75.00 969.11 4.25 54.92 0.00 0.00 C

121 BHD PL 3/8" Th. (Fr.0 to Fr. 3) 116.56 0.375 15.31 1785.07 2.00 3570.14 10.00 15.94 4.25 6.77 0.00 0.00 C

121 BHD PL 3/8" Th. (Fr. 23 to Fr.26) 116.56 0.375 15.31 1785.07 2.00 3570.14 142.50 227.12 4.25 6.77 0.00 0.00 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

121 Long'l stiffeners L4"x3"x3/8" ( Fr. 23 to Fr.26) 15.00 8.50 127.50 8.00 1020.00 142.50 64.89 5.41 2.46 0.00 0.00 C

121 Long'l stiffeners L4"x3"x3/8" ( Fr. 20 to Fr.23) 12.50 8.50 106.25 6.00 637.50 126.00 35.86 6.00 1.71 0.00 0.00 C

121 BHD Transverse Web FP 15"x4"x3/8" ( Fr. 0+2' to Fr.25) 13.33 0.375 15.31 204.17 94.00 19191.60 75.00 642.58 4.25 36.41 0.00 0.00 C

121 Long'l stiffeners L4"x3"x3/8" ( Fr. 17.5 to 19.5) 12.00 8.50 102.00 3.00 306.00 76.00 10.38 5.25 0.72 1.00 0.14 C

121 Additional Long'l stiffeners L4"x3"x3/8" (Fr. 0.5 to 19.5) 55.50 8.50 471.75 2.00 943.50 55.00 23.17 2.00 0.84 0.00 0.00 C

121 Additional Long'l stiffeners L4"x3"x3/8" (Fr. 0.5 to 19.5) 80.00 8.50 680.00 2.00 1360.00 55.00 33.39 5.00 3.04 0.00 0.00 C

121 Additional Long'l stiffeners L4"x3"x3/8" (Fr. 0.5 to 19.5) 80.00 8.50 680.00 2.00 1360.00 55.00 33.39 8.00 4.86 0.00 0.00 C

LONGITUDINAL GIRDER AT 4' OCL (P & S)

121 Bottom Girder FP 16"x4"x3/8" (Fr.0 to Fr.12) 51.00 1.67 0.375 15.31 1301.72 2.00 2603.44 34.60 40.21 0.60 0.70 0.00 0.00 C

121 Deck Girder FP 16"x6"x1/2" (Fr.0 to Fr.7) 38.66 0.500 20.42 789.40 2.00 1578.81 19.50 13.74 9.50 6.70 0.00 0.00 C

121 Deck Girder FP 16"x6"x1/2" (Fr.9 to Fr.12) 17.46 0.500 20.42 356.52 2.00 713.04 60.00 19.10 9.40 2.99 0.00 0.00 C

121 Deck Girder FP 24"x6"x3/4" (Fr.7 to Fr.9) 11.96 0.750 30.63 366.32 2.00 732.64 45.00 14.72 9.20 3.01 0.00 0.00 C

121 Stiffener at FR.3 FP 15"x4"x3/8" 12.94 0.375 15.31 198.10 2.00 396.21 18.00 3.18 5.10 0.90 0.00 0.00 C

121 Stiffener at FR.4 FP 15"x4"x3/8" 12.94 0.375 15.31 198.10 2.00 396.21 24.00 4.25 5.10 0.90 0.00 0.00 C

121 Stiffener at FR.7 FP 15"x4"x3/8" 12.94 0.375 15.31 198.10 2.00 396.21 42.00 7.43 5.10 0.90 0.00 0.00 C

121 Stiffener at FR.9 FP 15"x4"x3/8" 12.94 0.375 15.31 198.10 2.00 396.21 54.00 9.55 5.10 0.90 0.00 0.00 C

121 DBLR Plate Dia 12"X1/2" 0.81 0.500 20.42 16.54 20.00 330.79 75.00 11.08 5.30 0.78 0.00 0.00 C

121 Stanchion Dia 8"XSCH 80 Pipe 7.50 0.500 43.39 325.43 6.00 1952.55 33.00 28.77 5.20 4.53 0.00 0.00 C

121 Stanchion Dia 8"XSCH 80 Pipe 5.73 0.500 43.39 248.80 2.00 497.60 5.00 1.11 5.20 1.16 0.00 0.00 C

121 Stanchion Dia10"XSCH 80 Pipe 7.50 0.594 64.43 483.23 2.00 966.45 69.00 29.77 5.20 2.24 0.00 0.00 C

LONGITUDINAL GIRDER AT 6' OCL (P & S)

121 Aft & Fwd Stiffener L4"x3"x3/8" ( Fr. 0 & Fr.26) 4.73 8.50 40.21 4.00 160.82 150.00 10.77 7.40 0.53 0.00 0.00 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

121 Bottom Stiffener L5"x3"x3/8" ( Fr. 0 to Fr.26) 148.83 9.80 1458.53 2.00 2917.07 75.00 97.67 0.22 0.28 0.00 0.00 C

121 Deck Stiffener L5"x3"x1/2" ( Fr. 0 to Fr.17) 98.09 8.50 833.80 2.00 1667.59 50.92 37.91 9.75 7.26 0.00 0.00 C

121 Deck Stiffener L5"x3"x3/8" ( Fr. 17 to Fr.26) 50.09 8.50 425.77 2.00 851.53 123.00 46.76 9.75 3.71 0.00 0.00 C

LONGITUDINAL SECTION AT 17' OCL CANTED TO 14' OCL (P & S)

121 Bottom Girder FP 16"x4"x3/8" (Fr.0 to Fr.26) 150.00 1.67 0.375 15.31 3828.59 2.00 7657.18 75.00 256.38 0.60 2.05 0.00 0.00 C

121 Deck Girder At Fr.0 FP 16"x6"x1/2" (Fr.0 to Fr.26) 148.84 0.500 20.42 3039.19 2.00 6078.37 75.00 203.52 9.50 25.78 0.00 0.00 C

115 StanchionDia 8"XSCH 80 Pipe (Fr.1 & Fr. 20) 7.50 0.50 43.39 325.43 29.00 9437.33 75.00 315.98 5.20 21.91 0.00 0.00 C

115 DBLR Plate Dia 12"X1/2" 0.81 0.500 20.42 16.54 60.00 992.37 75.00 33.23 5.30 2.35 0.00 0.00 C

121 Stiffener at FR.3 FP 15"X4"X3/8" 12.94 0.375 15.31 198.10 2.00 396.21 18.00 3.18 5.10 0.90 0.00 0.00 C

121 Stiffener at FR.4 FP 15"X4"X3/8" 12.94 0.375 15.31 198.10 2.00 396.21 24.00 4.25 5.10 0.90 0.00 0.00 C

121 Stiffener at FR.7 FP 15"X4"X3/8" 12.94 0.375 15.31 198.10 2.00 396.21 42.00 7.43 5.10 0.90 0.00 0.00 C

121 Stiffener at FR.9 FP 15"X4"X3/8" 12.94 0.375 15.31 198.10 2.00 396.21 54.00 9.55 5.10 0.90 0.00 0.00 C

121 Stiffener at FR.17 FP 15"X4"X3/8" 12.94 0.375 15.31 198.10 2.00 396.21 102.00 18.04 5.10 0.90 0.00 0.00 C

121 Stiffener at FR.21 FP 15"X4"X3/8" 12.94 0.375 15.31 198.10 2.00 396.21 126.00 22.29 5.10 0.90 0.00 0.00 C

121 Stiffener at FR.23 FP 15"X4"X3/8" 12.94 0.375 15.31 198.10 2.00 396.21 138.00 24.41 5.10 0.90 0.00 0.00 C

115 Diagonals L6x6x1/2" (Fr.22 to Fr.26) 8.84 0.50 20.42 180.57 12.00 2166.80 139.50 134.94 5.10 4.93 0.00 0.00 C

LONGITUDINAL BHD AT 1'-6" OCL (P & S) (Fr. 6 to Fr. 7)

121 BHD PL 3/8" Th.(Fr. 6 to Fr. 7) 60.00 0.375 15.31 918.86 2.00 1837.72 36.00 29.53 5.10 4.18 0.00 0.00 C

121 Long'l bhd stiffeners L4"x3"x3/8" ( Fr. 6 to Fr.7) 10.34 8.50 87.89 2.00 175.78 36.00 2.83 5.41 0.42 0.00 0.00 C

LONGITUDINAL BHD AT 1'-6" OCL (S) (Fr. 3 to Fr. 4)

121 BHD PL 3/8" Th.(Fr. 3 to Fr. 4) 60.00 0.375 15.31 918.86 1.00 918.86 18.00 7.38 5.10 2.09 1.50 0.62 C

121 Long'l bhd stiffeners L4"x3"x3/8" ( Fr. 3 to Fr.4) 10.34 8.50 87.89 1.00 87.89 18.00 0.71 5.41 0.21 1.50 0.06 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

TRANSVERSE SECTIONS

HEADLOG (FRAME 0)

111 3/8" PL (P & S) 84.62 0.375 15.31 1295.90 2.00 2591.80 0.00 0.00 8.63 9.98 0.00 0.00 C

111 5/8" PL 101.02 0.625 25.52 2578.31 2.00 5156.61 0.00 0.00 6.05 13.94 0.00 0.00 C

111 FP13"x4"x1/2" (Verticals) (P&S) 4.67 1.42 0.500 20.42 134.99 16.00 2159.89 0.65 0.62 7.00 6.75 0.00 0.00 C

111 FP13"x4"x1/2" (Verticals) (P&S) 6.67 1.42 0.500 20.42 192.85 4.00 771.39 0.65 0.22 7.00 2.41 0.00 0.00 C

111 Horizontal Stiffeners L4"x3"x3/8" - on Headlog 38.00 8.50 323.00 10.00 3230.00 0.23 0.33 7.00 10.09 0.00 0.00 C

111 Brackets(Sideshell) 3/8" th. 5.50 0.38 7.68 42.24 10.00 422.40 0.65 0.12 7.00 1.32 0.00 0.00 C

111 Brackets (Longitudinal) 1/2" th. 2.20 0.500 20.42 44.93 20.00 898.65 0.50 0.20 7.00 2.81 0.00 0.00 C

FRAME 0+1'-3"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 8.90 0.375 15.31 136.30 2.00 272.60 1.25 0.15 9.17 1.12 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 51.63 0.375 15.31 790.60 1.00 790.60 1.25 0.44 3.91 1.38 0.00 0.00 C

FRAME 0+2'-6"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 33.95 0.375 15.31 519.97 2.00 1039.94 2.50 1.16 9.17 4.26 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 8.43 0.375 15.31 129.12 2.00 258.24 2.50 0.29 6.42 0.74 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 51.73 0.375 15.31 792.21 1.00 792.21 2.50 0.88 3.29 1.16 0.00 0.00 C

FRAME 0+3'-9"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 16.98 0.375 15.31 259.99 2.00 519.97 3.95 0.92 9.17 2.13 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 9.16 0.375 15.31 140.28 2.00 280.57 3.95 0.49 5.90 0.74 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 52.15 0.375 15.31 798.64 1.00 798.64 3.95 1.41 2.66 0.95 0.00 0.00 C

FRAME 1

131 Deck Transverse Outboard 1/2" PL , W/ 4" FLG 20.58 0.500 20.42 420.14 2.00 840.29 5.00 1.88 9.01 3.38 0.00 0.00 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 29.61 0.375 15.31 453.45 2.00 906.91 5.00 2.02 9.17 3.71 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 12.15 0.500 20.42 248.10 2.00 496.20 5.00 1.11 5.76 1.28 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" (P & S) 36.67 0.625 25.52 935.88 2.00 1871.76 5.00 4.18 2.30 1.92 0.00 0.00 C

FRAME 1+1'-3"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 11.17 0.375 15.31 171.06 2.00 342.12 6.25 0.95 9.17 1.40 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 10.50 0.375 15.31 160.80 2.00 321.60 6.25 0.90 5.12 0.74 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 54.83 0.375 15.31 839.74 1.00 839.74 6.25 2.34 0.76 0.28 0.00 0.00 C

FRAME 1+2'-6"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 24.90 0.375 15.31 381.33 2.00 762.66 7.50 2.55 9.17 3.12 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 11.16 0.375 15.31 170.90 2.00 341.79 7.50 1.14 5.27 0.80 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 55.88 0.375 15.31 855.82 1.00 855.82 7.50 2.87 1.05 0.40 0.00 0.00 C

FRAME 1+3'-9"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 16.98 0.375 15.31 259.99 2.00 519.97 8.90 2.07 9.17 2.13 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 10.54 0.375 15.31 161.36 2.00 322.72 8.90 1.28 5.12 0.74 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 56.47 0.375 15.31 864.75 1.00 864.75 8.90 3.44 1.47 0.57 0.00 0.00 C

FRAME 2

131 Deck Transverse Center 3/8" PL , W/ 4" FLG 31.30 0.375 15.31 479.29 2.00 958.57 10.00 4.28 9.17 3.92 0.00 0.00 C

131 Deck Transverse Outboard 1/2" PL , W/ 4" FLG 17.80 0.500 20.42 363.39 2.00 726.78 10.00 3.24 9.01 2.92 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 10.00 2.58 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 74.50 0.625 25.52 1901.53 1.00 1901.53 10.00 8.49 0.79 0.67 0.00 0.00 C

FRAME 2+1'-3"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 11.64 0.375 15.31 178.33 2.00 356.66 11.25 1.79 9.17 1.46 0.00 0.00 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 11.67 0.375 15.31 178.67 2.00 357.34 11.25 1.79 5.00 0.80 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 58.29 0.375 15.31 892.74 1.00 892.74 11.25 4.48 0.54 0.21 0.00 0.00 C

FRAME 2+2'-6"

131 Deck Transverse Center 3/8" PL , W/ 4" FLG 29.90 0.375 15.31 457.84 1.00 457.84 12.50 2.55 9.10 1.86 0.00 0.00 C

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 11.64 0.375 15.31 178.33 2.00 356.66 12.50 1.99 9.17 1.46 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 11.67 0.375 15.31 178.67 2.00 357.34 12.50 1.99 5.00 0.80 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 58.29 0.375 15.31 892.74 1.00 892.74 12.50 4.98 0.54 0.21 0.00 0.00 C

FRAME 2+3'-9"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 11.64 0.375 15.31 178.33 2.00 356.66 13.89 2.21 9.17 1.46 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 11.67 0.375 15.31 178.67 2.00 357.34 13.89 2.22 5.00 0.80 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 58.28 0.375 15.31 892.44 1.00 892.44 13.89 5.53 0.54 0.21 0.00 0.00 C

FRAME 3( WT BHD )

122 Tran Bhd - Pl 3/8" Th. 510.34 0.375 15.31 7815.54 1.00 7815.54 15.00 52.34 5.00 17.45 0.00 0.00 C

122 Stiffeners on bhd plate L5"x3"x3/8" (P & S) 9.00 9.80 88.20 16.00 1411.20 15.00 9.45 5.00 3.15 0.00 0.00 C

122 Stiffeners on bhd plate FP15"x4"x3/8" (P&S) at 17.5' 11.08 0.3750 15.31 169.73 2.00 339.47 15.00 2.27 5.00 0.76 0.00 0.00 C

122 Brackets for Transverse Bhd stiffeners (P & S) 2.47 0.375 15.31 37.78 16.00 604.49 15.00 4.05 5.16 1.39 0.00 0.00 C

121 Brackets for Long'l Bhd stiffeners (P & S) 1.86 0.375 15.31 28.45 8.00 227.63 15.00 1.52 5.00 0.51 0.00 0.00 C

116 Brackets for Side shell stiffeners (P & S) 2.93 0.375 15.31 44.81 14.00 627.28 15.00 4.20 5.00 1.40 0.00 0.00 C

FRAME 3+3'

131 Deck Transverse Center 3/8" PL , W/ 4" FLG 17.33 0.375 15.31 265.32 2.00 530.65 18.00 4.26 9.10 2.15 0.00 0.00 C

116 Bottom FP16"x4"x5/8" 33.33 0.625 25.52 850.80 2.00 1701.60 18.00 13.67 0.79 0.60 0.00 0.00 C

116 Flange plate on Long'l bulkhead FP15"x4"x3/8" (P & S) 13.51 0.375 15.31 206.83 2.00 413.67 18.00 3.32 5.27 0.97 0.00 0.00 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

FRAME 4

122 Stiffeners on bhd plate L5"x3"x3/8" (P) 9.20 9.80 90.14 7.00 630.98 21.00 5.92 5.00 1.41 -7.75 -2.18 C

122 Stiffeners on bhd plate FP15"x4"x3/8" (P) at 4' & at 14' 11.08 0.3750 15.31 169.73 2.00 339.47 21.00 3.18 5.00 0.76 -7.75 -1.17 C

122 Brackets for Transverse Bhd stiffeners (P & S) 2.47 0.375 15.31 37.78 18.00 680.05 21.00 6.38 5.16 1.57 -7.75 -2.35 C

122 Transverse Bhd From 1'-6" OCL (S) to 18'-6" (P) 185.00 0.375 15.31 2833.16 1.00 2833.16 21.00 26.56 5.16 6.52 -7.75 -9.80 C

FRAME 4+3'

131 Deck Transverse Center 3/8" PL , W/ 4" FLG 17.33 0.375 15.31 265.32 2.00 530.65 24.00 5.69 9.10 2.15 0.00 0.00 C

116 Bottom FP16"x4"x5/8" 16.67 0.625 25.52 425.40 1.00 425.40 24.00 4.56 0.79 0.15 0.00 0.00 C

116 Flange plate on Long'l bulkhead FP15"x4"x3/8" (P & S) 13.51 0.375 15.31 206.83 2.00 413.67 24.00 4.43 5.27 0.97 0.00 0.00 C

FRAME 5

131 Deck Transverse Center 3/8" PL , W/ 4" FLG 17.45 0.375 15.31 267.27 1.00 267.27 27.00 3.22 9.10 1.09 0.00 0.00 C

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 8.49 0.375 15.31 129.99 2.00 259.99 27.00 3.13 9.17 1.06 0.00 0.00 C

131 Deck Transverse Outboard 1/2" PL , W/ 4" FLG 20.58 0.500 20.42 420.23 2.00 840.45 27.00 10.13 9.01 3.38 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 27.00 6.97 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 80.00 0.625 25.52 2041.91 1.00 2041.91 27.00 24.61 0.79 0.72 0.00 0.00 C

FRAME 5+3'

131 Deck Transverse Center 3/8" PL , W/ 4" FLG 17.33 0.375 15.31 265.40 2.00 530.80 30.00 7.11 9.10 2.16 0.00 0.00 C

116 Bottom FP16"x4"x5/8" 16.67 0.625 25.52 425.40 1.00 425.40 30.00 5.70 0.79 0.15 0.00 0.00 C

116 Flange plate on Long'l bulkhead FP15"x4"x3/8" (P & S) 13.51 0.375 15.31 206.83 2.00 413.67 30.00 5.54 5.27 0.97 0.00 0.00 C

FRAME 6( WT BHD )

122 Tran Bhd - Pl 3/8" Th 510.34 0.375 15.31 7815.54 1.00 7815.54 33.00 115.14 5.00 17.45 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 33.00 8.52 5.00 1.29 0.00 0.00 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

FRAME 6+3'

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 17.33 0.375 15.31 265.32 2.00 530.65 36.00 8.53 9.17 2.17 0.00 0.00 C

116 Bottom FP16"x4"x5/8" 16.67 0.625 25.52 425.40 1.00 425.40 36.00 6.84 0.79 0.15 0.00 0.00 C

116 Flange plate on Long'l bulkhead FP15"x4"x3/8" (P & S) 13.51 0.375 15.31 206.83 2.00 413.67 36.00 6.65 5.27 0.97 0.00 0.00 C

122 Transducer well Trans. Pl 3/8" Th 31.00 0.375 15.31 474.75 2.00 949.49 36.00 15.26 5.27 2.23 0.00 0.00 C

FRAME 7

122 Tran Bhd - Pl 3/8" Th 38.50 0.375 15.31 589.53 2.00 1179.05 39.00 20.53 5.00 2.63 0.00 0.00 C

131 Deck Transverse Center 1/2" PL , W/ 4" FLG 21.64 0.500 20.42 441.87 2.00 883.74 39.00 15.39 8.22 3.24 0.00 0.00 C

122 Stiffeners on bhd plate L5"x3"x3/8" (P & S) 9.00 9.80 88.20 8.00 705.60 39.00 12.29 5.00 1.58 0.00 0.00 C

122 Stiffeners on bhd plate FP15"x4"x3/8" (P & S) 13.14 0.375 15.31 201.26 1.00 201.26 39.00 3.50 5.00 0.45 0.00 0.00 C

122 Brackets for Transverse Bhd stiffeners (P & S) 2.47 0.375 15.31 37.78 80.00 3022.46 39.00 52.62 5.16 6.96 0.00 0.00 C

FRAME 7+3'

131 Deck Transverse Center 1/2" PL , W/ 4" FLG 21.64 0.500 20.42 441.87 2.00 883.74 42.00 16.57 8.22 3.24 0.00 0.00 C

116 Flange plate on side shell FP13"x4"x1/2" (P & S) 14.17 0.50 20.42 289.27 2.00 578.54 42.00 10.85 5.00 1.29 0.00 0.00 C

111 Bottom FP16"x4"x5/8" 33.33 0.625 25.52 850.80 2.00 1701.60 42.00 31.90 0.79 0.60 0.00 0.00 C

116 Flange plate on Long'l bulkhead FP15"x4"x3/8" (P & S) 13.51 0.375 15.31 206.83 2.00 413.67 42.00 7.76 5.27 0.97 0.00 0.00 C

FRAME 8

131 Deck Transverse Center 1/2" PL , W/ 4" FLG 21.64 0.500 20.42 441.87 2.00 883.74 45.00 17.75 8.22 3.24 0.00 0.00 C

116 Bottom FP16"x4"x5/8" 61.67 0.625 25.52 1573.98 1.00 1573.98 45.00 31.62 0.79 0.55 0.00 0.00 C

116 Flange plate on Long'l bulkhead FP15"x4"x3/8" (P & S) 13.51 0.375 15.31 206.83 2.00 413.67 45.00 8.31 5.27 0.97 0.00 0.00 C

115 Stanchion ø10" SCH80 (P & S) 7.17 64.43 461.73 2.00 923.46 45.00 18.55 4.958 2.04 0.00 0.00 C

115 Stanchion End caps (P & S) 0.79 0.50 20.42 16.04 4.00 64.15 45.00 1.29 4.958 0.14 0.00 0.00 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

FRAME 8+3'

131 Deck Transverse Center 1/2" PL , W/ 4" FLG 19.47 0.500 20.42 397.62 2.00 795.24 48.00 17.04 8.22 2.92 0.00 0.00 C

116 Flange plate on side shell FP13"x4"x1/2" (P & S) 14.17 0.50 20.42 289.27 2.00 578.54 48.00 12.40 5.00 1.29 0.00 0.00 C

111 Bottom FP16"x4"x5/8" 10.00 0.625 25.52 255.24 2.00 510.48 48.00 10.94 0.79 0.18 0.00 0.00 C

116 Flange plate on Long'l bulkhead FP15"x4"x3/8" (P & S) 13.51 0.375 15.31 206.83 2.00 413.67 48.00 8.86 5.27 0.97 0.00 0.00 C

FRAME 9( WT BHD )

122 Tran Bhd - Pl 3/8" Th 510.34 0.375 15.31 7815.54 1.00 7815.54 51.00 177.94 5.00 17.45 0.00 0.00 C

122 Stiffeners on bhd plate L5"x3"x3/8" (P & S) 9.00 9.80 88.20 15.00 1323.00 51.00 30.12 5.00 2.95 0.00 0.00 C

122 Stiffeners on bhd plate FP15"x4"x3/8" (P & S) 13.14 0.375 15.31 201.26 1.00 201.26 51.00 4.58 5.00 0.45 0.00 0.00 C

122 Brackets for Transverse Bhd stiffeners (P & S) 2.47 0.375 15.31 37.78 80.00 3022.46 51.00 68.81 5.16 6.96 0.00 0.00 C

FRAME 9+3'

131 Deck Transverse Center 3/8" PL , W/ 4" FLG 15.35 0.375 15.31 235.08 2.00 470.15 54.00 11.33 8.22 1.73 0.00 0.00 C

116 Flange plate on side shell FP13"x4"x1/2" (P & S) 14.17 0.50 20.42 289.27 2.00 578.54 54.00 13.95 5.00 1.29 0.00 0.00 C

111 Bottom FP16"x4"x5/8" 10.83 0.625 25.52 276.51 2.00 553.02 54.00 13.33 0.79 0.19 0.00 0.00 C

116 Flange plate on Long'l bhd, FP15"x4"x3/8" (P & S) 13.51 0.375 15.31 206.83 2.00 413.67 54.00 9.97 5.27 0.97 0.00 0.00 C

FRAME 10

131 Deck Transverse Center 1/2" PL , W/ 6" FLG 77.40 0.500 20.42 1580.44 1.00 1580.44 57.00 40.22 8.22 5.80 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 57.00 14.72 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 80.00 0.625 25.52 2041.91 1.00 2041.91 57.00 51.96 0.79 0.72 0.00 0.00 C

122 Tran Bhd - Pl 3/8" Th 186.00 0.375 15.31 2848.51 1.00 2848.51 57.00 72.48 5.00 6.36 0.00 0.00 C

122 Stiffeners on bhd plate L5"x3"x3/8" (P & S) 9.00 9.80 88.20 9.00 793.80 57.00 20.20 5.00 1.77 0.00 0.00 C

FRAME 10+3'

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 17.85 0.375 15.31 273.36 2.00 546.72 60.00 14.64 9.17 2.24 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 60.00 15.50 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 11.67 0.625 25.52 297.78 2.00 595.56 60.00 15.95 0.79 0.21 0.00 0.00 C

FRAME 11

131 Deck Transverse Center 1/2" PL , W/ 6" FLG 77.40 0.500 20.42 1580.44 1.00 1580.44 63.00 44.45 8.22 5.80 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 63.00 16.27 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 80.00 0.625 25.52 2041.91 1.00 2041.91 63.00 57.43 0.79 0.72 0.00 0.00 C

FRAME 11+3'

131 Deck Transverse Center 1/2" PL , W/ 6" FLG 77.40 0.500 20.42 1580.44 1.00 1580.44 66.00 46.57 8.22 5.80 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 66.00 17.05 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 12.50 0.625 25.52 319.05 2.00 638.10 66.00 18.80 0.79 0.22 0.00 0.00 C

FRAME 12

131 Deck Transverse Center 1/2" PL , W/ 6" FLG 77.40 0.500 20.42 1580.44 1.00 1580.44 69.00 48.68 8.22 5.80 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 69.00 17.82 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 80.00 0.625 25.52 2041.91 1.00 2041.91 69.00 62.90 0.79 0.72 0.00 0.00 C

FRAME 12+3'

131 Deck Transverse Center 1/2" PL , W/ 6" FLG 77.40 0.500 20.42 1580.44 1.00 1580.44 72.00 50.80 8.22 5.80 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 72.00 18.60 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 12.50 0.625 25.52 319.05 2.00 638.10 72.00 20.51 0.79 0.22 0.00 0.00 C

FRAME 13

131 Deck Transverse Center 1/2" PL , W/ 4" FLG 65.80 0.500 20.42 1343.58 1.00 1343.58 75.00 44.99 8.22 4.93 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 75.00 19.37 5.00 1.29 0.00 0.00 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 80.00 0.625 25.52 2041.91 1.00 2041.91 75.00 68.37 0.79 0.72 0.00 0.00 C

FRAME 13+3'

131 Deck Transverse Center 1/2" PL , W/ 6" FLG 77.40 0.500 20.42 1580.44 1.00 1580.44 78.00 55.03 8.22 5.80 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 78.00 20.15 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 12.50 0.625 25.52 319.05 2.00 638.10 78.00 22.22 0.79 0.22 0.00 0.00 C

FRAME 14

131 Deck Transverse Center 1/2" PL , W/ 4" FLG 65.80 0.500 20.42 1343.58 1.00 1343.58 81.00 48.58 8.22 4.93 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 81.00 20.92 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 80.00 0.625 25.52 2041.91 1.00 2041.91 81.00 73.84 0.79 0.72 0.00 0.00 C

FRAME 14+3'

131 Deck Transverse Center 1/2" PL , W/ 6" FLG 77.40 0.500 20.42 1580.44 1.00 1580.44 84.00 59.27 8.22 5.80 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 84.00 21.70 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 12.50 0.625 25.52 319.05 2.00 638.10 84.00 23.93 0.79 0.22 0.00 0.00 C

FRAME 15

131 Deck Transverse Center 1/2" PL , W/ 4" FLG 65.80 0.500 20.42 1343.58 1.00 1343.58 87.00 52.18 8.22 4.93 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 87.00 22.47 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 80.00 0.625 25.52 2041.91 1.00 2041.91 87.00 79.31 0.79 0.72 0.00 0.00 C

FRAME 15+3'

131 Deck Transverse Center 1/2" PL , W/ 6" FLG 77.40 0.500 20.42 1580.44 1.00 1580.44 90.00 63.50 8.22 5.80 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 90.00 23.25 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 12.50 0.625 25.52 319.05 2.00 638.10 90.00 25.64 0.79 0.22 0.00 0.00 C

FRAME 16

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

131 Deck Transverse Center 1/2" PL , W/ 4" FLG 65.80 0.500 20.42 1343.58 1.00 1343.58 93.00 55.78 8.22 4.93 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 93.00 24.02 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 80.00 0.625 25.52 2041.91 1.00 2041.91 93.00 84.78 0.79 0.72 0.00 0.00 C

FRAME 16+3'

131 Deck Transverse Center 1/2" PL , W/ 6" FLG 63.40 0.500 20.42 1294.49 1.00 1294.49 96.00 55.48 8.22 4.75 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 96.00 24.79 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 12.50 0.625 25.52 319.05 2.00 638.10 96.00 27.35 0.79 0.22 0.00 0.00 C

FRAME 17 ( WT BHD )

122 Tran Bhd - Pl 3/8" Th. 530.34 0.375 15.31 8121.82 1.00 8121.82 99.00 358.96 5.00 18.13 0.00 0.00 C

122 Stiffeners on bhd plate L5"x3"x3/8" (P & S) 9.00 9.80 88.20 20.00 1764.00 99.00 77.96 5.00 3.94 0.00 0.00 C

122 Stiffeners on bhd plate FP15"x4"x3/8" (P & S) at 17.5' OCL & at C.L 11.08 0.375 15.31 169.73 3.00 509.20 99.00 22.50 5.00 1.14 0.00 0.00 C

122 Brackets for Transverse Bhd stiffeners (P & S) 2.47 0.375 15.31 37.78 20.00 755.61 99.00 33.40 5.16 1.74 0.00 0.00 C

121 Brackets for Long'l Bhd stiffeners (P & S) 1.86 0.375 15.31 28.45 8.00 227.63 99.00 10.06 5.00 0.51 0.00 0.00 C

116 Brackets for Side shell stiffeners (P & S) 2.93 0.375 15.31 44.81 14.00 627.28 99.00 27.72 5.00 1.40 0.00 0.00 C

FRAME 17+3'

131 Deck Transverse Center 5/8" PL , W/ 6" FLG 63.40 0.625 25.52 1618.11 1.00 1618.11 102.00 73.68 8.22 5.94 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 102.00 26.34 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 12.50 0.625 25.52 319.05 2.00 638.10 102.00 29.06 0.79 0.22 0.00 0.00 C

FRAME 18

131 Deck Transverse Center 1/2" PL , W/ 4" FLG 65.80 0.500 20.42 1343.58 1.00 1343.58 105.00 62.98 8.22 4.93 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 105.00 27.12 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 80.00 0.625 25.52 2041.91 1.00 2041.91 105.00 95.71 0.79 0.72 0.00 0.00 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

FRAME 18+3'

131 Deck Transverse Center 5/8" PL , W/ 6" FLG 77.40 0.625 25.52 1975.55 1.00 1975.55 108.00 95.25 8.22 7.25 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 108.00 27.89 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 12.50 0.625 25.52 319.05 2.00 638.10 108.00 30.77 0.79 0.22 0.00 0.00 C

FRAME 19

131 Deck Transverse Center 1/2" PL , W/ 4" FLG 65.80 0.500 20.42 1343.58 1.00 1343.58 111.00 66.58 8.22 4.93 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 111.00 28.67 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 80.00 0.625 25.52 2041.91 1.00 2041.91 111.00 101.18 0.79 0.72 0.00 0.00 C

FRAME 19+3'

131 Deck Transverse Center 5/8" PL , W/ 6" FLG 63.40 0.625 25.52 1618.11 1.00 1618.11 114.00 82.35 8.22 5.94 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 114.00 29.44 5.00 1.29 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 16.67 0.625 25.52 425.40 2.00 850.80 114.00 43.30 0.79 0.30 0.00 0.00 C

FRAME 20

131 Deck Transverse Center 1/2" PL , W/ 4" FLG 65.80 0.500 20.42 1343.58 1.00 1343.58 117.00 70.18 8.22 4.93 0.00 0.00 C

116 Flange plate on side shell FP13"x4"x1/2" (P & S) 14.17 0.50 20.42 289.27 2.00 578.54 117.00 30.22 5.00 1.29 0.00 0.00 C

111 Bottom FP16"x4"x5/8" 80.00 0.625 25.52 2041.91 1.00 2041.91 117.00 106.65 0.79 0.72 0.00 0.00 C

116 Flange plate on Long'l bulkhead FP15"x4"x3/8" (P & S) 13.51 0.375 15.31 206.83 2.00 413.67 117.00 21.61 5.27 0.97 0.00 0.00 C

FRAME 21( WT BHD )

122 Tran Bhd - Pl 3/8" Th. 530.34 0.375 15.31 8121.82 1.00 8121.82 123.00 445.98 5.00 18.13 0.00 0.00 C

122 Stiffeners on bhd plate L5"x3"x3/8" (P & S) 9.00 9.80 88.20 15.00 1323.00 123.00 72.65 5.00 2.95 0.00 0.00 C

122 Stiffeners on bhd plate FP15"x4"x5/16" (P & S) 13.46 0.375 15.31 206.11 2.00 412.21 123.00 22.63 5.00 0.92 0.00 0.00 C

122 Brackets for Transverse Bhd stiffeners (P & S) 2.47 0.375 15.31 37.78 80.00 3022.46 122.82 165.72 4.90 6.61 0.00 0.00 C

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

122 Sea Chest Transverse Plate 1/2" (P) 3.99 0.500 20.42 81.47 1.00 81.47 122.82 4.47 5.16 0.19 -10.00 -0.36 C

122 Sea Chest Long'l Plate 1/2" (P) 5.90 0.500 20.42 120.47 1.00 120.47 46.50 2.50 5.16 0.28 -10.00 -0.54 C

122 Sea Chest Top Plate 1/2" (P) 6.33 0.500 20.42 129.25 1.00 129.25 46.50 2.68 5.16 0.30 -10.00 -0.58 C

122 Sea Chest Bottom Plate 1/2" (P) 4.42 0.500 20.42 90.25 1.00 90.25 46.50 1.87 5.16 0.21 -10.00 -0.40 C

122 Sea Chest Bracket Plate 1/2" (P) 0.34 0.500 20.42 6.94 1.00 6.94 46.50 0.14 5.16 0.02 -10.00 -0.03 C

122 Sea Chest Bracket Plate at 9'-0" ocl 1/2" (P) 0.57 0.500 20.42 11.64 1.00 11.64 46.50 0.24 5.16 0.03 -10.00 -0.05 C

FRAME 22

131 Deck Transverse Center 1/2" PL , W/ 6" FLG 6.88 0.500 20.42 140.42 2.00 280.84 129.00 16.17 8.75 1.10 0.00 0.00 C

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 11.69 0.375 15.31 179.05 4.00 716.18 129.00 41.24 9.17 2.93 0.00 0.00 C

116 Bottom FP16"x4"x5/8" 58.33 0.625 25.52 1488.90 1.00 1488.90 129.00 85.74 0.79 0.52 0.00 0.00 C

FRAME 23( WT BHD )

122 Tran Bhd - Pl 3/8" Th. 530.34 0.375 15.31 8121.82 1.00 8121.82 135.00 489.48 4.90 17.77 0.00 0.00 C

122 Stiffeners on bhd plate L5"x3"x3/8" (P & S) 9.00 9.80 88.20 16.00 1411.20 135.00 85.05 5.00 3.15 0.00 0.00 C

122 Stiffeners on bhd plate FP15"x4"x3/8" (P&S) at 17' OCL 11.08 0.375 15.31 169.73 2.00 339.47 135.00 20.46 5.00 0.76 0.00 0.00 C

122 Brackets for Transverse Bhd stiffeners (P & S) 2.47 0.375 15.31 37.78 16.00 604.49 135.00 36.43 5.16 1.39 0.00 0.00 C

121 Brackets for Long'l Bhd stiffeners (P & S) 1.86 0.375 15.31 28.45 8.00 227.63 135.00 13.72 5.00 0.51 0.00 0.00 C

116 Brackets for Side shell stiffeners (P & S) 2.93 0.375 15.31 44.81 14.00 627.28 135.00 37.80 5.00 1.40 0.00 0.00 C

FRAME 23+1'-3"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 11.64 0.375 15.31 178.33 2.00 356.66 136.25 21.69 9.17 1.46 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 11.67 0.375 15.31 178.67 2.00 357.34 136.25 21.74 5.00 0.80 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 57.36 0.375 15.31 878.45 1.00 878.45 136.25 53.43 0.54 0.21 0.00 0.00 C

FRAME 23+2'-6"

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 11.64 0.375 15.31 178.33 2.00 356.66 142.50 22.69 9.17 1.46 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 11.67 0.375 15.31 178.67 2.00 357.34 137.50 21.93 5.00 0.80 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 58.33 0.375 15.31 893.34 1.00 893.34 137.50 54.84 0.54 0.21 0.00 0.00 C

FRAME 23+3'-9"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 11.64 0.375 15.31 178.33 2.00 356.66 142.50 22.69 9.17 1.46 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 11.67 0.375 15.31 178.67 2.00 357.34 138.75 22.13 5.00 0.80 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 58.33 0.375 15.31 893.34 1.00 893.34 138.75 55.34 0.54 0.21 0.00 0.00 C

FRAME 24

131 Deck Transverse Center 3/8" PL , W/ 4" FLG 29.90 0.375 15.31 457.84 1.00 457.84 140.00 28.61 8.75 1.79 0.00 0.00 C

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 23.97 0.375 15.31 367.02 2.00 734.04 140.00 45.88 9.17 3.00 0.00 0.00 C

116 Flange plate on side shell FP 13"x4"x1/2" (P & S) 14.17 0.500 20.42 289.27 2.00 578.54 140.00 36.16 5.00 1.29 0.00 0.00 C

116 Flange plate on Long'l bulkhead FP15"x4"x3/8" (P & S) 8.20 1.58 0.375 15.31 198.83 2.00 397.66 140.00 24.85 5.20 0.92 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 23.93 0.625 25.52 610.87 2.00 1221.75 140.00 76.36 0.79 0.43 0.00 0.00 C

FRAME 24+1'-3"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 11.64 0.375 15.31 178.33 2.00 356.66 142.50 22.69 9.17 1.46 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 11.38 0.375 15.31 174.33 2.00 348.65 141.25 21.99 5.12 0.80 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 56.47 0.375 15.31 864.75 1.00 864.75 141.25 54.53 0.76 0.29 0.00 0.00 C

FRAME 24+2'-6"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 10.59 0.375 15.31 162.18 2.00 324.36 142.50 20.63 9.17 1.33 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 11.04 0.375 15.31 169.11 2.00 338.22 142.50 21.52 5.27 0.80 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 55.77 0.375 15.31 854.03 1.00 854.03 142.50 54.33 1.05 0.40 0.00 0.00 C

FRAME 24+3'-9"

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 9.44 0.375 15.31 144.51 2.00 289.01 143.75 18.55 9.17 1.18 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 10.54 0.375 15.31 161.36 2.00 322.72 143.75 20.71 5.48 0.79 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 54.83 0.375 15.31 839.74 1.00 839.74 143.75 53.89 1.47 0.55 0.00 0.00 C

FRAME 25

131 Deck Transverse Center 3/8" PL , W/ 4" FLG 29.90 0.375 15.31 457.84 1.00 457.84 145.00 29.64 8.75 1.79 0.00 0.00 C

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 23.97 0.375 15.31 367.02 2.00 734.04 145.00 47.52 9.17 3.00 0.00 0.00 C

116 Flange plate on Long'l bulkhead FP15"x4"x3/8" (P & S) 8.20 1.58 0.375 15.31 198.83 2.00 397.66 145.00 25.74 5.20 0.92 0.00 0.00 C

117 Bottom Transverse, Outboard, FP 16"x4"x5/8" 21.53 0.625 25.52 549.62 2.00 1099.23 145.00 71.16 2.30 1.13 0.00 0.00 C

FRAME 25+1'-3"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 7.45 0.375 15.31 114.09 2.00 228.18 146.25 14.90 9.17 0.93 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 9.16 0.375 15.31 140.28 2.00 280.57 146.25 18.32 6.07 0.76 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 52.03 0.375 15.31 796.86 1.00 796.86 146.25 52.03 2.66 0.95 0.00 0.00 C

FRAME 25+2'-6"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 6.79 0.375 15.31 103.97 2.00 207.94 147.50 13.69 9.17 0.85 0.00 0.00 C

116 Flange plate on side shell FP 10"x4"x3/8" (P & S) 8.43 0.375 15.31 129.12 2.00 258.24 147.50 17.00 6.39 0.74 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 50.56 0.375 15.31 774.35 1.00 774.35 147.50 50.99 3.29 1.14 0.00 0.00 C

FRAME 25+3'-9"

131 Deck Transverse Outboard 3/8" PL , W/ 4" FLG 5.56 0.375 15.31 85.15 2.00 170.30 148.75 11.31 9.17 0.70 0.00 0.00 C

117 Bottom Transverse FP 10"x4"x3/8" 50.46 0.375 15.31 772.74 1.00 772.74 148.75 51.31 3.91 1.35 0.00 0.00 C

111 Brackets (Deck XVSE to 9' OCL FP outboard) (P&S)(Fr. 10.5 to Fr. 20) 3/8" thk. 1.50 0.375 15.31 22.97 32.00 735.09 88.50 29.04 8.04 2.64 0.00 0.00 C

111 Brackets (Deck XVSE to 9' OCL FP Inboard) (P&S)(Fr. 10.5 to Fr. 20) 3/8" thk. 2.24 0.750 30.63 68.61 16.00 1097.73 88.50 43.37 8.04 3.94 0.00 0.00 C

TRANSOM (FRAME 26)

ESWBS

NO.

DESCRIPTION

AREA (Sq.Ft)/ LENGTH (Ft)

HEIGHT/

BREADTH (Ft)

Thickness (inches)

UNIT WEIGHT

(LBS, LBS/FT

or LBS/SQ.FT)

Weight

(LBS)

QTY

TOTAL

WEIGHT

(LBS)

LCG

Aft of origin

Fr.0 (ft)

Long'l Moment

VCG

Above

Baseline (ft)

Vertical Moment

TCG

From CL stbd

(ft)

Transverse Moment

E-C-A

TAI-1240 STRUCTURAL WEIGHT ESTIMATE

111 3/8" PL 84.62 0.375 15.31 1295.90 1.00 1295.90 150.00 86.78 6.50 3.76 0.00 0.00 C

111 5/8" PL 101.02 0.625 25.52 2578.31 2.00 5156.61 150.00 345.31 6.05 13.94 0.00 0.00 C

111 FP13"x4"x1/2" (Verticals) (P&S) 4.67 1.42 0.500 20.42 134.99 16.00 2159.89 149.21 143.88 7.00 6.75 0.00 0.00 C

111 FP13"x4"x1/2" (Verticals) (P&S) 6.67 1.42 0.500 20.42 192.85 4.00 771.39 149.21 51.38 7.00 2.41 0.00 0.00 C

111 Horizontal Stiffeners L4"x3"x3/8" - on Headlog 38.00 8.50 323.00 10.00 3230.00 149.73 215.91 7.00 10.09 0.00 0.00 C

111 FP10"x4"x3/8" (Horizontal) 55.22 0.375 15.31 845.63 4.00 3382.53 149.48 225.72 7.00 10.57 0.00 0.00 C

111 Brackets (at CL) 3/8" th. 6.91 0.375 15.31 105.81 4.00 423.25 148.50 28.06 6.83 1.29 0.00 0.00 C

111 Brackets(Sideshell) 3/8" th. 2.81 0.375 15.31 43.10 8.00 344.77 149.75 23.05 6.89 1.06…

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