Mobile District 140 ft Stop Log Barge MDC Project No. 3369 Hull No. 896.pdf

NTS

896-B000-01

SIZE PROJECT NO.

MAS

MARINE DESIGN CENTER

REV

D

CESAM STOP LOG BARGE

3369 -

CORPS OF ENGINEERS

140' X 32' X 7'

MARINE DESIGN CENTER

of Engineers US Army Corps

DRAWING INDEX

DR. BY

PHILADELPHIA, PA

DES. BY CHK'D BY

MDC JBL

SUBMITTED - PROJ ENG

RECOMMENDED - SECT CH

01-JUNE-2023

DATE

JON LIGHTNER, P.E. C.E.

DWG. NO.

TIMOTHY KEYSER P.E. N.A.

MATTHEW NEWBORN P.E. N.A.

SCALE

APRD FOR THE DIRECTOR - CH DES BR

SHEET 1OF

A A

B B

C C

D D

E E

F F

DEPARTMENT OF THE ARMY

TITLE SHEET &

U.S. Army Corps of Engineers

CESAM

140' STOP LOG BARGE

MDC PROJECT NO. 3369

MDC HULL NO. 896

REFERENCES

23 STOP LOG GUIDES 896-B498-01 -

22 HULL MARKINGS 896-B460-01 -

21 DECK WINCHES 896-B456-01 -

20 VERTICAL & INCLINDED LADDERS 896-B427-01 -

19 WALKWAYS, RAILING & GRATINGS 896-B425-01 -

18 DECK FITTINGS & INSERTS 896-B420-01 -

17 MANHOLES 896-B415-01 -

16 FENDERING DETAILS 896-B410-02 -

15 TOWKNEES 896-B410-01 -

14 GENERAL PAINT SCHEDULE 896-B406-01 -

13 ANODE ARRANGEMENT 896-B405-01 -

12 MISCELLANEOUS CALCULATIONS 896-B399-02

11 ABS CALCULATIONS 896-B399-01 -

10 LONGITUDINAL STRUCUTRE 896-B311-01 -

9 TRANSVERSE STRUCTURE 896-B309-01 -

8 SIDE SHELL PLATING 896-B307-02 -

7 DECK & BOTTOM PLATING 896-B307-01 -

6 GENERAL ARRANGEMENT 896-B215-01 -

5 OUTBOARD PROFILE 896-B205-01 -

4 DRY DOCKING BLOCK CALCULATIONS 896-B170-02 -

3 DRY DOCKING PLAN 896-B170-01 -

2 LINES & OFFSETS 896-B105-01 -

1 TITLE SHEET AND DRAWING INDEX 896-B000-01 -

NO. TITLE DWG NO. REVISION

REV. DATE APRD.

- 7/7/2023

DR. BY DES. BY CHK'D BY

JBL - MDC

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

DATE

SHEET: COVERJuly 7, 2023 SCALE: AS SHOWN

USACE MOBILE DISTRICT - STOP LOG BARGE

140'-0" x 32'-0" x 7'-0"

DRY DOCKING PLAN CALCULATIONSRECOMMENDED - PROJ ENG.

J.B. LIGHTNER, P.E.

PROJECT NO. DRAWING NO.

T.J. KEYSER, P.E. NA

- 3369 896-B170-02 0

REVISIONS

DESCRIPTION

ORIGINAL ISSUE

MARINE DESIGN

CENTER

100 PENN SQUARE EAST

DEPARTMENT OF THE ARMY

MARINE DESIGN CENTER

CORPS OF ENGINEERS

JBL

06/21/2023

Moment of Area - Block Calcs

PLAN A

Job No. 3369 Sheet 2 of 4

Note: Reference point for "x = 0 ft" starts a the center of the aft most block

PLAN A

Dist. Block Dist Dry from Trans. Long'l Blocks Row 1st From Load

Dock Vessel Aft-Most Block Block Per Area Mom Block Block Per Frame Frame Block Width Height Row b*h of A bh³/12 LCG Stress Bock D-FR V-FR x b h # A x*A Io Δx σ σ*A (##) (##.#) (ft) (ft) (ft) (#) (ft²) (ft³) (ft⁴) (ft) (kip/ft²) (kip)

64.00 0.0 2.50 3.00 2 15 0 11.25 58.0 5.8 43.7

59.00 10.0 2.50 3.00 1 7.5 75 5.63 48.0 5.8 43.6

51.00 26.0 2.50 3.00 2 15 390 11.25 32.0 5.8 43.5

43.00 42.0 2.50 3.00 1 7.5 315 5.63 16.0 5.8 43.4

35.00 58.0 2.50 3.00 2 15 870 11.25 0.0 5.8 43.3

27.00 74.0 2.50 3.00 1 7.5 555 5.63 16.0 5.8 43.2

19.00 90.0 2.50 3.00 2 15 1350 11.25 32.0 5.7 43.1

11.00 106.0 2.50 3.00 1 7.5 795 5.63 48.0 5.7 43.0

6.00 116.0 2.50 3.00 2 15 1740 11.25 58.0 5.7 43.0

[<43.2] [<90] Defintions SUM: 105 6090 79 ft² ft³ ft⁴ REF: Ensley 5801 Drydrock W = Vessel Displacement

LCG = Vessel LCG, from FR 0 DAB = Distance: Fr 0 to Aft-Most Block W = 270.7 LT LCG = 70.23 ft dLCG = Distance: Vessel LCG to Aft-Most Block 606.3 Kips dBG = Block Group LCG, from Aft-Most Block e = Eccentricity: Vessel LCG w.r.t. Block Group LCG DAB = 128 ft, at FR 64.00 M = Moment Created by Vessel on Block Group

INA = Moment of Inertia of Block Group dLCG = 57.77 ft, FWD of FR 64.00

Formulas dBG = 58.00 ft, FWD of FR 64.00 dLCG = DAB - LCG e = -0.23 ft M = -62.3 LT-ft dBG = ∑(x*A)/∑ (A) -139 kip-ft e = dLCG-dBG INA = ft⁴ M = W*e

INA = ∑(Io+A*x²)- dBG²*∑(A) σ = [W/∑(A)] +/- [M*Δx/INA]

2nd

523260 ft⁴

170119

201840

(ft⁴) x²*A

10140 13230 50460 41070

121500 84270

Note: Block Frames in bold represent blocks that count as resting underneath a transverse frame not closer than 6" from the edge of the block. Allowable Load on the docking block perimeter structure is based upon an equal distribution of allowable block load to two opposite edges only, perpendicular to plan of block loading on ship structure.

of Area Moment

6/21/2023

Moment of Area - Block Calcs

PLAN B

Job No. 3369 Sheet 3 of 4

Note: Reference point for "x = 0 ft" starts a the center of the aft most block

PLAN B

Dist. Block Dist Dry from Trans. Long'l Blocks Row 1st From Load

Dock Vessel Aft-Most Block Block Per Area Mom Block Block Per Frame Frame Block Width Height Row b*h of A bh³/12 LCG Stress Bock D-FR V-FR x b h # A x*A Io Δx σ σ*A (##) (##.#) (ft) (ft) (ft) (#) (ft²) (ft³) (ft⁴) (ft) (kip/ft²) (kip)

64.00 0.0 2.50 3.00 1 7.5 0 5.63 58.0 6.3 47.1

59.00 10.0 2.50 3.00 2 15 150 11.25 48.0 6.3 47.0

51.00 26.0 2.50 3.00 1 7.5 195 5.63 32.0 6.2 46.9

43.00 42.0 2.50 3.00 2 15 630 11.25 16.0 6.2 46.8

35.00 58.0 2.50 3.00 1 7.5 435 5.63 0.0 6.2 46.6

27.00 74.0 2.50 3.00 2 15 1110 11.25 16.0 6.2 46.5

19.00 90.0 2.50 3.00 1 7.5 675 5.63 32.0 6.2 46.4

11.00 106.0 2.50 3.00 2 15 1590 11.25 48.0 6.2 46.3

6.00 116.0 2.50 3.00 1 7.5 870 5.63 58.0 6.2 46.2

[<43.2] [<90] Defintions SUM: 98 5655 73 ft² ft³ ft⁴ REF: Ensley 5801 Drydrock W = Vessel Displacement

LCG = Vessel LCG, from FR 0 DAB = Distance: Fr 0 to Aft-Most Block W = 270.7 LT LCG = 70.23 ft dLCG = Distance: Vessel LCG to Aft-Most Block 606.3 Kips dBG = Block Group LCG, from Aft-Most Block e = Eccentricity: Vessel LCG w.r.t. Block Group LCG DAB = 128 ft, at FR 64.00 M = Moment Created by Vessel on Block Group

INA = Moment of Inertia of Block Group dLCG = 57.77 ft, FWD of FR 64.00

Formulas dBG = 58.00 ft, FWD of FR 64.00 dLCG = DAB - LCG e = -0.23 ft M = -62.3 LT-ft dBG = ∑(x*A)/∑ (A) -139 kip-ft e = dLCG-dBG INA = ft⁴ M = W*e

INA = ∑(Io+A*x²)- dBG²*∑(A) σ = [W/∑(A)] +/- [M*Δx/INA]

470610 ft⁴

142693

Note: Block Frames in bold represent blocks that count as resting underneath a transverse frame not closer than 6" from the edge of the block. Allowable Load on the docking block perimeter structure is based upon an equal distribution of allowable block load to two opposite edges only, perpendicular to plan of block loading on ship structure.

100920

60750 168540

2nd Moment of Area x²*A (ft⁴)

26460 25230 82140

6/21/2022

Plate Buckling Calcs Job No. 3369 Sheet 4 of 4

TERMS

a (in) = Plate Panel Height F'cr (ksi) = Critical Buckling Stress (Inelastic) b (in) = Plate Panel Width fy (ksi) = Yield Strength of Steel Plate a/b () = Plate Panel Aspect Ratio fcr (ksi) = Critical Buckling Stress (Elastic)

K () = Plate Buckling Coefficient (Figure 4.2) kc () = Plate Buckling Coefficient (ASD EQ 4.3) E (ksi) = Modulus of Elasticity (of Steel) P (kip) = Total Load on Plate Panel ν () = Poisson's Ratio (of Steel) fa (ksi) = Actual Compressive Stress on Panel t (in) = Plate Panel Thickness σ' (ksi) = Plate Buckling Stress (Roark) K () = kc () = Plate Buckling Coefficient

REFERENCES

Roark: Formulas for Stress and Strain, pg 730 + ASD Steel Design Manual, Fig 4.2

PLATE BUCKLING STRESS

a/b () = 3.5 a (in) = 84.0 b (in) = 24.0 ν () = 0.3 E (ksi) = t (in) = 0.375

K () = 4.00 = ASD, Figure 4.2: Line - Case 3 - As a/b approaches infinity σ' (ksi) = 31.1 = K*[E/(1-ν²)]*(t/b)²

CRITICAL PLATE BUCKLING STRESS

If σ' ≥ fy/2 , then calcuate F'cr Bearing Area AISC, ASD MANUAL

31.1 ≥ 17.0

P (kip) = 47.07 fy (ksi) = 34.0 fa (ksi) = 5.23 = P/t*b kc () = 4.00 fcr (ksi) = 25.6 = (26.2x10³)*kc/(b/t)² σ' or F'cr > fa

F'cr (ksi) = 22.7 = fy-(fy²/4*fcr)

F.S = 4.34 OK

29000

BLBL

2'-0" TYP.

3 2

2 1

896-B205-01

SIZE REVPROJECT NO.

CORPS OF ENGINEERS

D

PHILADELPHIA, PA MARINE DESIGN CENTER

SCALE

DWG. NO.

MARINE DESIGN CENTER

CESAM STOP LOG BARGE

140' X 32' X 7'

OUTBOARD PROFILE

CHK'D BYDR. BY

RECOMMENDED - SECT CH

MAS MDC JBL

SUBMITTED - PROJ ENG

of Engineers

APRD FOR THE DIRECTOR - CH DES BR

DATE

DES. BY

MATTHEW NEWBORN P.E. N.A.

JON LIGHTNER, P.E. C.E.

01-JUNE-2023

TIMOTHY KEYSER P.E. N.A.

3/16" = 1'-0" SHEET 1OF

A A

B B

C C

D D

E E

F F

DEPARTMENT OF THE ARMY

US Army Corps

ISO VIEW

NTS

BHDBHD BHD

WT WTWT

BHD

WT

70 59

BHD

MAIN DECK 7'-0" ABL

WT

WT

TOP OF GRATING 18'-0" ABL

OUTBOARD PROFILE

BHD

TOP OF GRATING 23'-0" ABL

1"X16" CORNER RUB PLATE

BHD

WT

BHD

WT

BHD

1"X10" STEEL RUB BARS

WT

TOP OF STOP LOG GUIDE 27'-0" ABL

20'-0"

THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR ABS 1.

REVIEW AND FOR ACCURATELY BIDDING ON THIS VESSEL. USERS ARE RESPONSIBLE

TO VERIFY ALL INFORMATION FOR DIMENSIONAL ACCURACY WHEN ORDERING OR

LOFTING MATERIAL.

ALL WELDING, MATERIALS, INSTALLATION, AND WORKMANSHIP SHALL BE IN 2.

ACCORDANCE WITH ABS RULES. THE BARGE SHALL BE CLASSED "MALTESE CROSS

A-1, BARGE, RIVER SERVICE" WITH "REINFORCEMENT B" NOTATION. ALL FIT-UPS

AND WELDING SHALL BE TO THE SATISFACTION OF THE SURVEYOR.

DIMENSIONS ARE TO MOLDED LINES UNLESS OTHERWISE NOTED.3.

32'-0"

(MOLDED)

PARTICULARS

GENERAL NOTES

140'-0"

7'-0"

LENGTH

BEAM

DEPTH

BOW

1"X16" CORNER RUB PLATE

70 64

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

7'-10"

3 2

2 1

896-B215-01

SIZE

MARINE DESIGN CENTER

REV

PROJECT NO.

CORPS OF ENGINEERS

of Engineers

D 3369 -

DWG. NO.

CESAM STOP LOG BARGE

140' X 32' X 7'

TIMOTHY KEYSER P.E. N.A.

PHILADELPHIA, PA

US Army Corps

ARRANGEMENTRECOMMENDED - SECT CH

DR. BY DES. BY

MAS MDC JBL

SUBMITTED - PROJ ENG

MARINE DESIGN CENTER

APRD FOR THE DIRECTOR - CH DES BR

DATE

SCALE

MATTHEW NEWBORN P.E. N.A.

JON LIGHTNER, P.E. C.E.

01-JUNE-2023

CHK'D BY

3/16" = 1'-0" SHEET 1OF

A A

B B

C C

D D

E E

F F

DEPARTMENT OF THE ARMY

GENERAL

AUTOCAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR ABS REVIEW AND FOR 1.

ACCURATELY BIDDING ON THIS VESSEL. USERS ARE RESPONSIBLE TO VERIFY ALL INFORMATION FOR DIMENSIONAL ACCURACY WHEN ORDERING OR LOFTING MATERIAL. ALL EQUIPMENT MANUFACTURERS SPECIFIED TO BE AS DESIGNATED

OR EQUAL. EQUIPMENT CHANGES SHALL BE APPROVED BY THE COR.

ALL WELDING, MATERIALS, INSTALLATION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS RULES. THE BARGE 2.

SHALL BE CLASSED "MALTESE CROSS A-1, BARGE, RIVER SERVICE" WITH "REINFORCEMENT B" NOTATION. ALL FIT-UPS

AND WELDING SHALL BE TO THE SATISFACTION OF THE SURVEYOR.

BACK UP STRUCTURE FOR ALL DECK FITTINGS AND MACHINERY SHALL BE SHOWN ON DRAWING DRAWING 896-B307-01.3.

GENERAL NOTES

DECK WINCH (4 PLACES)

RIGHT & LEFT HAND

FITTING GUARDS (4 PLCS)

NT BHD

FWDNT BHD

TRUSS

TRUSS

NT BHD

(EST. TOTAL HEIGHT = 17'-0")

NT BHD

2 HEAVY STOP LOGS & 2 REGULAR STOP LOGS

TRUSS

NT BHD

NT BHD

TRUSS

18" CAST ALUMINUM HATCH W/

CL

DECK

NT BHD

NT BHD

(EST. TOTAL WEIGHT = 222,000 LBS)

48" CAST STEEL KEVEL CHOCK W/

GALVANIZED STEEL RING

(EST. TOTAL WEIGHT = 267,400 LBS)

TYP

3 REGULAR STOP LOGS & 1 PICKUP BEAM

FITTING GUARDS (10 PLCS)

GRATING REMOVED FOR CLARITY

10" CAST STEEL DOUBLE BITT W/

(EST. TOTAL HEIGHT = 16'-0")

GRATING REMOVED FOR CLARITY

TOW KNEE PADS

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

17"

29" TYP ALL FITTINGS

AND INSERT PLATES

REF 6

896-B307-01

SIZE PROJECT NO. DWG. NO. REV

D of Engineers

CESAM STOP LOG BARGE

3369 -

CORPS OF ENGINEERS

MARINE DESIGN CENTER

140' X 32' X 7'

MARINE DESIGN CENTERPHILADELPHIA, PA

US Army Corps

PLATING

DR. BY DES. BY CHK'D BY

MAS MDC JBL

SUBMITTED - PROJ ENG

RECOMMENDED - SECT CH

APRD FOR THE DIRECTOR - CH DES BR

DATE

JON LIGHTNER, P.E. C.E.

MATTHEW NEWBORN P.E. N.A.

TIMOTHY KEYSER P.E. N.A.

01-JUNE-2023 SCALE 3/8" = 1'-0" SHEET 2OF

A A

B B

C C

D D

E E

F F

DEPARTMENT OF THE ARMY

DECK & BOTTOM

DETAIL 5-A

TYP INSERT PLATE CHAMFER

MAIN DECK

3:1 CHAMFER

21"

W .T B H D

PARTIAL BHD

PLATFORM FOOTINGS

5"x1/2" FLAT BAR, TYP.

W .T B H D

W .T B H D

TYP.

N.T. BHD

N.T. BHD N.T. BHDN.T. BHD

W .T B H D

W .T B H D

W .T B H D

W .T B H D

W .T B H D

LONGL'L TRUSS

REF 2

FWD

DECK PLATING

PARTIAL BHD

PARTIAL BHD

LONGL'L TRUSS

W/ 5"x1/2" F.B. BACKING

LONGL'L TRUSS

HEADER IWO MANHOLE

DECK LOACDING 1,000 LB PER SQ FT

ALL DECK PLATE 1/2"

DECK LOAD DOES NOT APPLY IWO MANHOLES

DOUBLE CONTINUOUS WELD

W .T B H D

W .T B H D

18" MANHOLE, TYP.

REF 4

PARTIAL BHD

LONGL'L TRUSS

10"x6"x1" PL.

REF 5

BOW TO MIDSHIP SHOWN, STERN TO MIDSHIP SIM & OPP

N.T. BHD

PARTIAL BHD

PARTIAL BHDSEE REF 2 & 3

FOR MEMBER

CONNECTION

DETAIL

1"DIA x 8' STAINLESS STEEL ROD @ DECK EDGE IWO EACH KEVEL

WRAP CORNERS IWO BITTS (~10'-7" LENGTH)KEVEL & BITT BACK-UP STRUCTURE

5"X 1/2" FLAT BAR TYP.

DOUBLE CONTINUOUS WELD

FLAT BAR TYP.

STRUCTURE 5x1/2"

REF 3

DOUBLE BITT BACK-UP

STOP LOG GUIDE BACKUP STRUCURE.

1" INSERT PLATE

TYP FRS 1-5

CL CL

1" INSERT PLATE

REF 6

L5"x3"x3/8"

DECK BEAMS, 16"x6"x1/4" FLG PL TYP

"12'-412

1'-3"

7'-2"

4'-4 1/4"

"5

8"

8'-0"

R12"1'-

2'-0"

6'-0"

12'-0"

3'-518"

5-A 5-A

GENERAL NOTES

AUTOCAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR ABS 1.

REVIEW AND FOR ACCURATELY BIDDING ON THIS VESSEL. USERS ARE RESPONSIBLE TO VERIFY ALL

INFORMATION FOR DIMENSIONAL ACCURACY WHEN ORDERING OR LOFTING MATERIAL.

ALL WELDING, MATERIALS, INSTALLATION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS RULES. 2.

THE BARGE SHALL BE CLASSED "MALTESE CROSS A-1, BARGE, RIVER SERVICE" WITH "REINFORCEMENT B" NOTATION. ALL FIT-UPS AND WELDING SHALL BE TO THE SATISFACTION OF THE SURVEYOR.

BUTTS IN PLATES MAY NOT BE SHOWN. THE LOCATIONS OF BUTTS IS LEFT TO THE DISCRETION OF THE 3.

BUILDER, HOWEVER BUTTS IN PLATES SHALL BE A MINIMUM OF THREE (3) INCHES FROM ANY

STRUCTURAL MEMBERS WHICH RUN PARALLEL TO THE BUTTS.

ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE I.A.W. IACC NO. 47 "SHIPBUILDING AND REPAIR QUALITY 4.

STANDARD".

THE DECK HAS NO CAMBER OR SHEAR.5.

UNLESS OTHERWISE NOTED ALL HULL SEAMS SHALL BE FULL PENETRATION WELDS.6.

UNLESS OTHERWISE NOTED ALL WELDS SHALL BE DOUBLE CONTINUOUS.7.

ALL WEBS COINCIDENT TO THE DECK PLATE, SIDE PLATE, BOTTOM PLATE OR BULKHEADS SHALL HAVE A 8.

1 INCH RADIUS CUTOUT IWO WELD SEAM AS SHOWN ON DRAWING 869-B311-01, DETAIL 13-D.

6 DECK FITTINGS & INSERTS 896-B420-01

5 WALKWAYS, RAILINGS & GRATINGS 896-B425-01

4 MANHOLES 896-B415-01

3 LONGITUDINAL STRUCTURE 896-B311-01

2 TRANSVERSE STRUCTURE 896-B309-01

1 SIDE SHELL PLATING 896-B307-02

NO. TITLE DWG NO.

REFERENCES

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

1/2" BOTTOM PLATE

FROM FRAME 7 TO HEADLOG

3/8" BOTTOM PLATE

BETWEEN FRAMES 7 & 68

1'- 0"

896-B307-01

SIZE PROJECT NO. DWG. NO. REV

D 3369 -

SCALE 3/8" = 1'-0" SHEET 2OF

A A

B B

C C

D D

E E

F F

W .T B H D

W .T B H D

W .T B H D

BOW TO MIDSHIP SHOWN, STERN TO MIDSHIP SIM & OPP

W .T B H D

W .T B H D

W .T B H D

W .T B H D

BOTTOM PLATING

W .T B H D

5/16

CL

L5"x3"x3/8" TYP

TYP

CL

FWD

PARTIAL BHD

N.T. BHD

N.T. BHD

PARTIAL BHD

PARTIAL BHD

PARTIAL BHD

PARTIAL BHD

N.T. BHD

TYP

PARTIAL BHD

3/8" PL, BILGE BKT

16"x3"x3/8" FLG. PL.

3/4" PL, BILGE RADIUS

TYP

24"x5/8" PL W/ 4" FLG

N.T. BHDN.T. BHD

TYP

3/8" PL, W.T. BHD

TYP

1/4

7/16

TYP FRS 1-5

2'-0"

6'-0"

8'-0"

12'-0"

4'-0"

10'-0"

14'-0"

BL

2'-4"

4'-8"

2"

3/8" = 1'-0"

896-B307-02

SIZE PROJECT NO.

DWG. NO. REV

CESAM STOP LOG BARGE

140'x32'x7'

CORPS OF ENGINEERS

D

DES. BY

MARINE DESIGN CENTERMARINE DESIGN CENTER

US Army Corps

PLATING

DR. BY

MATTHEW NEWBORN P.E. N.A.

of Engineers

PHILADELPHIA, PA

MDC JBL

SUBMITTED - PROJ ENG

RECOMMENDED - SECT CH

MAS

DATE

JON LIGHTNER, P.E. C.E.

APRD FOR THE DIRECTOR - CH DES BR

TIMOTHY KEYSER P.E. N.A.

CHK'D BY

SCALE01-JUNE-2023 SHEET 1OF

A A

B B

C C

D D

E E

F F

DEPARTMENT OF THE ARMY

SIDE SHELL

TYP

TYP

7/16

TYP

TYP

HEADLOG/STERNLOG OVERLAP DETAIL

SCALE 3/4" = 1'-0"

1/2" BOTTOM PLATE

DETAIL 5-B

(FR 7 TO HEADLOG)

7/16

5/8" HEADLOG PLATE

7/16

1/2" DECK PLATE

1" RUB BAR

7/16

358"

R6"

TYP

TYP

1/2" DECK PLATE16"x6"x3/4" FLG PL

STARBOARD LOOKING OUTBOARD

SIDE ELEVATION 15'-0" OFF CL

RUB BAR FS

3/8" SIDE PLATE

3/4" BILGE PLATE

L5"x3"x3/8"

RUB BAR

BHDBHD

WT

BHD

WT

BHD

WT

BHD

WTT

D

35 6

WT

1" RUB BARS

TYP

5/16

5/16TYP

5/16

STARBOARD SIDE SIM & OPP

PORT SIDE LOOKING FWD AT MIDSHIPS

SCALE 3/4" = 1'-0"

1/2" DECK PLATETYP

TYP SIDE SHELL OVERLAP DETAIL

3/8" SIDE PLATE

TYP

3/4" BILGE PLATE

DETAIL 7-B

3/8" BOTTOM PLATE

(BETWEEN FR 7-68)

5/16

R3"

R1'-0"

2"

412"

GENERAL NOTES

AUTOCAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR 1.

ABS REVIEW AND FOR ACCURATELY BIDDING ON THIS VESSEL. USERS ARE RESPONSIBLE TO

VERIFY ALL INFORMATION FOR DIMENSIONAL ACCURACY WHEN ORDERING OR LOFTING MATERIAL.

ALL EQUIPMENT MANUFACTURERS SPECIFIED TO BE AS DESIGNATED OR EQUAL. EQUIPMENT

CHANGES SHALL BE APPROVED BY THE COR.

ALL WELDING, MATERIALS, INSTALLATION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH 2.

ABS RULES. THE BARGE SHALL BE CLASSED "MALTESE CROSS A-1, BARGE, RIVER SERVICE"

WITH "REINFORCEMENT B" NOTATION. ALL FIT-UPS AND WELDING SHALL BE TO THE

SATISFACTION OF THE SURVEYOR.

BUTTS IN PLATES MAY NOT BE SHOWN. THE LOCATIONS OF BUTTS IS LEFT TO THE DISCRETION 3.

OF THE BUILDER, HOWEVER BUTTS IN PLATES SHALL BE A MINIMUM OF THREE (3) INCHES FROM

ANY STRUCTURAL MEMBERS WHICH RUN PARALLEL TO THE BUTTS.

ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE I.A.W. IACC NO. 47 "SHIPBUILDING AND REPAIR 4.

QUALITY STANDARD".

ALL HULL SEAMS SHALL BE FULL PENETRATION UNLESS OTHERWISE NOTED.5.

ALL WEBS COINCIDENT TO THE DECK PLATE, SIDE PLATE, BOTTOM PLATE OR BULKHEADS SHALL 6.

HAVE A 1 INCH RADIUS CUTOUT IWO WELD SEAM AS SHOWN ON DRAWING 896-B311-01,

DETAIL 13-D.

5 MANHOLES 896-B415-01

4 LONGITUDINAL STRUCTURE 896-B311-01

3 TRANSVERSE STRUCTURE 896-B309-01

2 SIDE SHELL PLATING 896-B307-02

1 DECK & BOTTOM PLATING 896-B307-01

NO. TITLE DWG NO.

REFERENCES

- 5/15/2023

1 7/7/2023

DR. BY DES. BY CHK'D BY

JBL JBL MDC

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

DATE

SHEET: COVERJuly 7, 2023 SCALE: AS SHOWN

USACE MOBILE DISTRICT - STOP LOG BARGE

140'-0" x 32'-0" x 7'-0"

ABS CALCULATIONSRECOMMENDED - PROJ ENG.

J.B. Lightner, P.E.

PROJECT NO. DRAWING NO.

T.J. KEYSER, P.E. NA

- 3369 896-B399-01 1

REVISIONS

DESCRIPTION

ORIGINAL ISSUE

MARINE DESIGN

CENTER

100 PENN SQUARE EAST

DEPARTMENT OF THE ARMY

MARINE DESIGN CENTER

CORPS OF ENGINEERS

Revised Issue, 3/8" BHDs

7/7/2023 ABS Calculations - River - Dry Barge

3-2-2/25.3 treq'd 3-2-2/11.3 FR Reinforcement B (in) RIVER RULES W=pbs -

Side Shell 0.375 W a =[k-nℓ/r]A ABS Bilge Radius 0.500 HULL PLATING Typ

Headlog 0.625 STANCHION CALCS Truss Sternlog 0.625 Stanch

Basic Hull L B D d 8

Dimensions (ft) (ft) (ft) (ft) 22.22 140 32 7 4.5 1000

0.446 3-2-2/17.1 L s treq'd toff'd 7.83

Bottom Shell (ft) (in) (in) (in) 0.345 140 24 0.264 0.375 5 t=0.000825L+0.007s-0.02 in , min=0.20 in 1.58 9.61

3-2-2/17.1 tbot treq'd treq'd,B toff'd 11.3.2 28.57 Side Shell (in) (in) (in) (in) ^

0.264 0.244 0.375 0.375 11.3.1 64.75 t=BOT t req'd - 0.02 in, min. t=0.18 in h=p/(45 lb/ft ³ ) ft

W (Ltf)

Wa (Ltf)

L 8 x8 x5 /8

Rule Ref Variable(s)

3- 2-

2/

.3 .2 b (ft) s (ft) h (ft) p (lb/ft²) p (Ltf/ft²)

3- 2-

2/

.3 .1 k n ℓ (ft) r (in)

A (in²)

3-2-2/7.1 sb treq'd toff'd

Min Deck Plate (in) (in) (in) Typical 24 0.240 0.500 t=0.01*(s b ) in **3-2-2/11.5 ↓

L 8 x8 x5 /8

Diagonals 3-2-2/7.7 s p h treq'd toff'd STANC 9.61

Cargo Deck Plate (in) (psf) (ft) (in) (in) DIAGO 4.805 Typcial Load 24 1000 22.22 0.307 0.500 ^ t=0.00218*s* √(h)+0.06 in, no less than 0.20 in DIAGO 7.34

3-2-2/7.3 L treq'd toff'd **DiaA=StAx50%

A (in²) Areq'd (in²)

Aoff'd (in²)

W 6x

25Deck Plate Betwn Rake (ft) (in) (in) 140 0.252 0.500 t=0.0008L+0.14 in

W 6x

3-2-2/7.5 tbulk treq'd toff'd

Watertight Deck Plate (in) (in) (in)

0.375 0.415 0.500 t=t bulkhead + 0.04 in

3-2-2/15.1.1, 15.3.1 s h treq'd toff'd

Bulkhead Plate (in) (ft) (in) (in) Nontank 26.00 7.00 0.180 0.375

Tank 0.180 ` t=s* √(h)/525+0.07 in t=s* √(h)/460+0.07 in

LONGITUDINAL STRENGTH - HULL GIRDER SM

3-2-4/5 B D L SM

Req. Hull Girder SM (ft) (ft) (ft) (in²-ft)

32 7 140 345 t=0.011*B*D*L in ²-ft

MANUAL (Values in Outlined cells are inserted to finish calcs), HALF-HULL VERSION

(in) (in) (in²) (ft) (in²-ft) (in²-ft²) (in²-ft²)

STR b h A dn Adn Adn² io Deck 192 0.5 96.00 7.00 672.0 4704 0.0 Side 0.375 84 31.50 3.50 110.3 385.9 128.6 Bot 192 0.375 72.00 0.19 13.5 2.5 0.0

BulkH 0.188 84 15.75 3.50 55.1 192.9 64.3 BulkH Deck FP 21x6x3/4" 20.00 6.17 123.3 760.6 301.0 Deck Side Side Bot MC12" x 31 9.12 0.92 8.4 7.7 202.0 Bot

(ft) Depth ΣA ΣAdn ΣAdn² Σio

7.00 244.4 982.6 6053.6 696.0

(ft) (in²-ft²) (in²-ft²) dg = ΣAdn/ΣA dg²ΣA 2x I = 2x [Σ(io+Adn²)-dg²ΣA]

4.02 3950.7 5597.6

(ft) (ft) (in²-ft) C = dg c = Depth-dg SM = Lesser of 2xI/C &2x I/c

4.021 2.98 1392.1 > 345

PL

AT

E

SC

AN

TL

IN

G

S

SCANTLING CALCS

MBR SM SM

TAG Type Depth x Width x t Width x t Off'd Req'd c h s ℓ

(AA#) (L/FP) (in) (in) (in) (in) (in) (in³) (in³) (#) (ft) (ft) (ft) BT01 L 5 x 3 x 3/8 24 x 3/8 7.78 4.39 1.00 7.00 2.00 8.75 BL01 MC 12 x 31 33.70 14.38 1.08 7.00 8.25 7.50 ST01 L 5 x 3 x 3/8 24 x 3/8 7.78 1.90 1.00 7.00 2.00 5.75 DT01 FP 16 x 6 x 3/4 24 x 1/2 108.11 9.76 0.70 22.22 2.00 8.75 DT02 L 5 x 3 x 3/8 24 x 1/2 8.03 7.66 0.70 22.22 2.00 7.75 DL01 FP 21 x 6 x 3/4 30 x 1/2 163.70 34.18 0.70 22.22 8.38 8.00 NB01 L 6 x 4 x 3/8 24 x 3/8 12.08 1.29 0.46 7.00 2.00 7.00 NB02 L 3.5 x 2.5 x 1/4 24 x 3/8 3.03 2.59 0.46 7.00 4.00 7.00

DT## = c=0.70 BL## = c=1.08 DL## = c=0.70 BT## = c=1.00 ST## = c=1.00 NB## = c=0.46 SL## = c=1.08 TB## = c=1.00

SUPPLEMENTAL SCANTLING SECTION MODULUS CALCULATIONS

FR 6-64 8'-0" OCL P/S

(in) (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) Depth Flange tw tFl PL t PL b Depth Flange tw tFl PL t PL b

16.00 6.00 0.750 0.750 1/2 24.00 21.00 6.00 0.750 0.750 1/2 30.00

(in) (in) (in²) (in) (in³) (in⁴) (in⁴) (in) (in) (in²) (in) (in³) (in⁴) (in⁴) Part Width Depth A dn And Adn² io Part Width Depth A dn And Adn² io Plate 24 0.5 12.00 16.25 195.0 3169 0.25 Plate 30 0.5 15.00 21.25 318.8 6773 0.31 Web 0.75 15.25 11.44 8.38 95.79 802.2 221.7 Web 0.75 20.25 15.19 10.88 165.16 1796.2 519.0

Flange 6 0.75 4.50 0.38 1.69 0.63 0.21 Flange 6 0.75 4.50 0.38 1.69 0.63 0.21

(in) (in) rx = √(I/ΣA) ΣDepth ΣA lb/ft ΣAdn ΣAdn² Σio rx = √(I/ΣA) ΣDepth ΣA lb/ft ΣAdn ΣAdn² Σio

6.365 16.50 27.94 95.3 292.5 3972 222.1 8.128 21.50 34.69 118.4 485.6 8570 519.5

(in) (in⁴) (in⁴) (in) (in⁴) (in⁴) dg = ΣAdn/ΣA dg²ΣA I = Σ(io+Adn²)-dg²ΣA dg = ΣAdn/ΣA dg²ΣA I = Σ(io+Adn²)-dg²ΣA

10.47 3062 1131.8 14.00 6798 2291.6

(in) (in) (in³) (in) (in) (in³) C = dg c = ΣDepth-dg SM = Lesser of I/C & I/c C = dg c = ΣDepth-dg SM = Lesser of I/C & I/c

10.47 6.03 108.11 14.00 7.50 163.70

Side Longitudinal 3-2-2/FIG 5-7 Tank BH Stiffener 3-2-2/15.1.2

Deck Trans. Frame Deck Long. Girder

Member Member FP 16x6x3/4" FP 21x6x3/4"

Deck Long. Stiff/Gird. 3-2-2/FIG 5-7 Bottom Transverse 3-2-2/FIG 5-7 Side Transverse 3-2-2/FIG 5-7 NonTank BH Stiffener 3-2-2/15.3.2

Deck Transverse 3-2-2/FIG 5-7 Bot. Long. Stiff/Gird.

STRUCTURAL MEMBER EFFECTIVE PLATE ABS / SM=0.0041chsℓ²

3-2-2/FIG 5-7

SCANTLING ABBREVIATION DESCRIPTIONS

Start End Start End BT01 Bot Transv Stiffnr L 5 x 3 x 3/8 0 70 0 16 BL01 Bot Long. Chord MC 12 x 31 6 64 0 8 ST01 Side Transv Stiffnr L 5 x 3 x 3/8 0 70 0 16 DT01 Deck Transv Frame FP 16 x 6 x 3/4 6 64 0 16 DT02 Deck Transv Frame L 5 x 3 x 3/8 0 70 0 16 DL01 Deck Long. Chord FP 21 x 6 x 3/4 0 70 0 8 NB01 NonT BulkH Stiffnr L 6 x 4 x 3/8 6 64 0 16 NB02 NonT BulkH Stiffnr L 3.5 x 2.5 x 1/4 0 70 0 16

Typical

FR 0-5, 69-74

__' Off CL Additional Notes Typical

8' OCL P/S

Typical Typical

FR ## - FR ##MBR

TAG

LOCAT DIRECT SCANT STRUCTURAL MEMBER

8' OCL P/S

FR 0-6, 64-70

DR. BY DES. BY CHK'D BY

JBL JBL MDC

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

DATE

SHEET: COVER

REVISIONS

DESCRIPTION

ORIGINAL ISSUE

MARINE DESIGN

CENTER

100 PENN SQUARE EAST

DEPARTMENT OF THE ARMY

MARINE DESIGN CENTER

CORPS OF ENGINEERS

July 7, 2023 SCALE: AS SHOWN

USACE MOBILE DISTRICT - STOP LOG BARGE

140'-0" x 32'-0" x 7'-0"

MISCELLANEOUS CALCULATIONSRECOMMENDED - PROJ ENG.

J.B. Lightner, P.E.

PROJECT NO. DRAWING NO.

T.J. KEYSER, P.E. NA

- 3369 896-B399-02 0

7/7/2023 Miscellaneous Calculations

1). Stop Log Stack Load(s) 2). Footing Details

Component Type 1 = 29 Count, 9"x6" Rectangular Footings, Non-seal Side

Type 2 = 1 count, 2.5"x114'-2.5"Bar, Attaches Seal to Log

L (in) W (in) 3). Average Footing Pressure 1 29 9 6 1566.0 2 1 1370.5 2.5 3426.3 Total Weight / Total Area

Total Weight (lb) = Total Area (in²) = 4992.3 Avg. Foot Pressure (psi) = 59.0

4). Deck Plating Stress Check

Deck Plating Stress

Ref : Rourke Formulas for Stress and Strain (pg 503) a (in = 96 b (in) = 24 Interpolation t (in) = 0.5 b¹/b β a¹/b q (ksi) = 0.059 a¹ (in) = 6 0.2 1.73 0.0 W (kip) = 3.184 b¹ (in) = 9 0.38 1.371 0.25

0.4 1.32 0.40 a = 4 b σy (ksi) = 34 b¹/b () = 0.38 V OK a¹/b () = 0.25 β () = 1.371 σmax (ksi) = 17.47

A (in²)Type Dimensions

Heavy Log Heavy Log

68,700 68,700

Standard Log

294,400

65,000 Count

Weight (lb)

Lifting Beam Standard Log

27,000 65,000

5). Footing Load Load Per Frame

Note: Assume at least 1 small foot occurrence if spacing is greater than Frame Spacing

Frame Spacing (in) = 24

L (in) W (in) 1 1 9 6 54.0 59.0 3184 2 1 24.0 2.5 60.0 59.0 3538

6). Footing Load Locations

Note: Assume point loads at estimated centers of footing area for conservative approach

7). Check Deck Transverse Stress (below)

Count Dimensions

A (in²)Type p (psi) P (lb)

Original Location: OTBD, PORT DECK TRANSVERSE MAX BENDING/SHEAR STRESS

(in) (in) (in) (in) (in) (in) Depth Flange tw tFl PL t PL b

16.00 6.00 0.750 0.750 1/2 24.00

(in) (in) (in²) (in) (in³) (in⁴) (in⁴) Part Width Depth A dn And Adn² io Plate 24 0.5 12.00 16.25 195.0 3169 0.25 Web 0.75 15.25 11.44 8.38 95.79 802.2 221.66

Flange 6 0.75 4.50 0.38 1.69 0.63 0.21

(in) rx = √(I/ΣA) ΣDepth ΣA lb/ft ΣAdn ΣAdn² Σio

6.365 16.50 27.94 95.3 292.5 3972 222.12

(in) (in⁴) (in⁴) dg = ΣAdn/ΣA dg²ΣA I = Σ(io+Adn²)-dg²ΣA

10.47 3062 1131.8 Fy (ksi) = 34

(in) (in) (in³) w (kip) = 3.18 C = dg c = ΣDepth-dg SM = Lesser of I/C & I/c

10.47 6.03 108.11 a (in) = 49.0 ℓ-a = b (in) = 47.0 ℓ (in) = 96.0 Max Moment in Beam (lb-in) = 76.4 R1 (kip) = 1.6 (S)

Beam Section Modulus (in³) = 108.11 R2 (kip) = 1.63 (T)

Actual Bending Stress (psi) = 0.707 = Moment / SM Vmax (kip) = 1.6< Mmax (kip-in) = 76.4 Allowable Bend. Stress (psi) = 20.4 = (0.6)*F y

Factor of Safety (F.S.) = 28.87 = Allowable / Actual

OK

Max Shear in Beam (lb) = 1.6 Shear Area (in²) = 11.44 = Web Area

Actual Shear Stress (psi) = 0.14 =Shear / Area<

Allowable Shear Stress (psi) = 13.6 = (0.4)*F y

Factor of Safety (F.S.) = 95.7

OK

DT1

Member FP 16x6x3/4"

Original Location: INBD, PORT DECK TRANSVERSE MAX BENDING/SHEAR STRESS

(in) (in) (in) (in) (in) (in) Depth Flange tw tFl PL t PL b

16.00 6.00 0.750 0.750 1/2 24.00

(in) (in) (in²) (in) (in³) (in⁴) (in⁴) Part Width Depth A dn And Adn² io Plate 24 0.5 12.00 16.25 195.0 3169 0.25 Web 0.75 15.25 11.44 8.38 95.79 802.2 221.66

Flange 6 0.75 4.50 0.38 1.69 0.63 0.21

(in) rx = √(I/ΣA) ΣDepth ΣA lb/ft ΣAdn ΣAdn² Σio

6.365 16.50 27.94 95.3 292.5 3972 222.12

(in) (in⁴) (in⁴) dg = ΣAdn/ΣA dg²ΣA I = Σ(io+Adn²)-dg²ΣA

10.47 3062 1131.8 Fy (ksi) = 34

(in) (in) (in³) w (kip) = 3.54 C = dg c = ΣDepth-dg SM = Lesser of I/C & I/c

10.47 6.03 108.11 a (in) = 81.0 ℓ-a = b (in) = 15.0 ℓ (in) = 96.0 Max Moment in Beam (lb-in) = 44.8 R1 (kip) = 0.6 (T)

Beam Section Modulus (in³) = 108.11 R2 (kip) = 2.99 (B)

Actual Bending Stress (psi) = 0.414 = Moment / SM Vmax (kip) = 3.0< Mmax (kip-in) = 44.8 Allowable Bend. Stress (psi) = 20.4 = (0.6)*F y

Factor of Safety (F.S.) = 49.25 = Allowable / Actual

OK

Max Shear in Beam (lb) = 3.0 Shear Area (in²) = 11.44 = Web Area

Actual Shear Stress (psi) = 0.26 =Shear / Area<

Allowable Shear Stress (psi) = 13.6 = (0.4)*F y

Factor of Safety (F.S.) = 52.1

OK

Member

DT1

Original Location: INBD, STBD DECK TRANSVERSE MAX BENDING/SHEAR STRESS

(in) (in) (in) (in) (in) (in) Depth Flange tw tFl PL t PL b

16.00 6.00 0.750 0.750 1/2 24.00

(in) (in) (in²) (in) (in³) (in⁴) (in⁴) Part Width Depth A dn And Adn² io Plate 24 0.5 12.00 16.25 195.0 3169 0.25 Web 0.75 15.25 11.44 8.38 95.79 802.2 221.66

Flange 6 0.75 4.50 0.38 1.69 0.63 0.21

(in) rx = √(I/ΣA) ΣDepth ΣA lb/ft ΣAdn ΣAdn² Σio

6.365 16.50 27.94 95.3 292.5 3972 222.12

(in) (in⁴) (in⁴) dg = ΣAdn/ΣA dg²ΣA I = Σ(io+Adn²)-dg²ΣA

10.47 3062 1131.8 Fy (ksi) = 34

(in) (in) (in³) w (kip) = 3.18 C = dg c = ΣDepth-dg SM = Lesser of I/C & I/c

10.47 6.03 108.11 a (in) = 9.0 ℓ-a = b (in) = 87.0 ℓ (in) = 96.0 Max Moment in Beam (lb-in) = 26.0 R1 (kip) = 2.9 (B)

Beam Section Modulus (in³) = 108.11 R2 (kip) = 0.30 (T)

Actual Bending Stress (psi) = 0.24 = Moment / SM Vmax (kip) = 2.9< Mmax (kip-in) = 26.0 Allowable Bend. Stress (psi) = 20.4 = (0.6)*F y

Factor of Safety (F.S.) = 84.91 = Allowable / Actual

OK

Max Shear in Beam (lb) = 2.9 Shear Area (in²) = 11.44 = Web Area

Actual Shear Stress (psi) = 0.25 =Shear / Area<

Allowable Shear Stress (psi) = 13.6 = (0.4)*F y

Factor of Safety (F.S.) = 53.9

OK

Member

Original Location: OTBD, STBD DECK TRANSVERSE MAX BENDING/SHEAR STRESS

(in) (in) (in) (in) (in) (in) Depth Flange tw tFl PL t PL b

16.00 6.00 0.750 0.750 1/2 24.00

(in) (in) (in²) (in) (in³) (in⁴) (in⁴) Part Width Depth A dn And Adn² io Plate 24 0.5 12.00 16.25 195.0 3169 0.25 Web 0.75 15.25 11.44 8.38 95.79 802.2 221.66

Flange 6 0.75 4.50 0.38 1.69 0.63 0.21

(in) rx = √(I/ΣA) ΣDepth ΣA lb/ft ΣAdn ΣAdn² Σio

6.365 16.50 27.94 95.3 292.5 3972 222.12

(in) (in⁴) (in⁴) dg = ΣAdn/ΣA dg²ΣA I = Σ(io+Adn²)-dg²ΣA

10.47 3062 1131.8 Fy (ksi) = 34

(in) (in) (in³) w (kip) = 3.54 C = dg c = ΣDepth-dg SM = Lesser of I/C & I/c

10.47 6.03 108.11 a (in) = 9.0 ℓ-a = b (in) = 87.0 ℓ (in) = 96.0 Max Moment in Beam (lb-in) = 28.9 R1 (kip) = 3.2 (T)

Beam Section Modulus (in³) = 108.11 R2 (kip) = 0.33 (S)

Actual Bending Stress (psi) = 0.267 = Moment / SM Vmax (kip) = 3.2< Mmax (kip-in) = 28.9 Allowable Bend. Stress (psi) = 20.4 = (0.6)*F y

Factor of Safety (F.S.) = 76.42 = Allowable / Actual

OK

Max Shear in Beam (lb) = 3.2 Shear Area (in²) = 11.44 = Web Area

Actual Shear Stress (psi) = 0.28 =Shear / Area<

Allowable Shear Stress (psi) = 13.6 = (0.4)*F y

Factor of Safety (F.S.) = 48.5

OK

FP 16x6x3/4"

8). Convert Frame Loadings

Truss Girder Load

OTBD INBD TOTAL

Max Load Combinations on Port Girder/Truss (kip) = 1.63 + 0.6 = 2.18 = a Max Load Combinations on STBD Girder/Truss (kip) = 3.2 + 0.30 = 3.51 = b

Unsupported Span of Truss Girder (in) = 96 = c

Transverse Frame Spacing (in) = 24 = d

Frame Loadings on Girder Unsupported Span (#) = 5 = e = (c/d)+1

Total Load on Girder Unsupported Span (kip) = 17.53 = f = e*Max(a,b)

Uniform Loading on Girder Unsupported Span (kip/in) = 0.183 = g = f/c

Bullkhead Plating Load

Max Load Combination on CL Bulkhead (kip) = 2.99 + 2.9 = 5.87

9). Check Truss Girder Stress (below)

Original Location: Typical DECK GIRDER MAX BENDING/SHEAR STRESS

(in) (in) (in) (in) (in) (in) Depth Flange tw tFl PL t PL b

21.00 6.00 0.750 0.750 5/8 16.00

(in) (in) (in²) (in) (in³) (in⁴) (in⁴) Part Width Depth A dn And Adn² io Plate 16 0.625 10.00 21.31 213.1 4542 0.33 Web 0.75 20.25 15.19 10.88 165.16 1796.2 518.99

Flange 6 0.75 4.50 0.38 1.69 0.63 0.21

(in) rx = √(I/ΣA) ΣDepth ΣA lb/ft ΣAdn ΣAdn² Σio

8.198 21.63 29.69 101.3 380.0 6339 519.52

(in) (in⁴) (in⁴) dg = ΣAdn/ΣA dg²ΣA I = Σ(io+Adn²)-dg²ΣA

12.80 4863 1995.1 Fy (ksi) = 34

(in) (in) (in³) W (kip/in) = 0.183 C = dg c = ΣDepth-dg SM = Lesser of I/C & I/c

12.80 8.83 155.88 ℓ (in) = 96.0 R1 (kip) = 8.76 (P) R2 (kip) = 8.76 (B)

Max Moment in Beam (lb-in) = 210.3 Vmax (kip) = 8.8 Beam Section Modulus (in³) = 155.88

Mmax (kip-in) = 210.3 Actual Bending Stress (psi) = 1.349 = Moment / SM<

Allowable Bend. Stress (psi) = 20.4 = (0.6)*F y

Factor of Safety (F.S.) = 15.12 = Allowable / Actual

OK

Max Shear in Beam (lb) = 8.8 Shear Area (in²) = 15.19 = Web Area

Actual Shear Stress (psi) = 0.58 =Shear / Area<

Allowable Shear Stress (psi) = 13.6 = (0.4)*F y

Factor of Safety (F.S.) = 23.6

OK

DG2 FR 66-70

FP 21x6x3/4"

10). Check Truss Pillar Buckling (below)

TERMS Stanchion Buckling

SLENDERNESS RATIO

K () = Effective Column Length Factor, AISC L (in) = Unbraced/Unsupported Length K () = 1 = AISC: Table C-A-7.1 r (in) = Radius of Gyration L (in) = 48

A (in²) = Area of Stiffener and Attached Plate r (in) = 1.580 = rz

KL/r () = Column Slenderness Ratio Cc () = Compression Stress Coefficient KL/r () = 30.38

Pa (kip) = Allowable Axial Load Po (kip) = Max Axial Load Observed Fa (ksi) = Allowable Compressive Stress COMPRESSIVE STRESS COEFFICIENT E (ksi) = Modulus of Elasticity of Steel

Fy (ksi) = Yield Strength of Steel E (ksi) = 29000 Ca () = Allowable Stress Coefficient, ASD Fy (ksi) = 34

Cc () = 129.8 = √[π²E/(Fy/2)]

REFERENCES

AISC ASD Manual AISC Manual CHECK

KL/r < Cc , then calculate Fa

If TRUE

30.38 < 129.8

(in) (in) (in) (in) (in) (in) Depth Flange tw tFl PL t PL b ALLOWABLE COMPRESSIVE STRESS

8.00 8.00 0.625 0.625 # 0.00

(KL/r)/Cc = 0.234

(in) (in) (in²) (in) (in³) (in⁴) (in⁴)

Part Width Depth A dn And Adn² io Ca () = 0.553 = ASD: Table 3, 5-119 Plate 0 0 0.00 0.00 0.0 0 0.00 Web 0.625 7.375 4.61 4.31 19.88 85.7 20.89 Fa (ksi) = 18.8 = Ca*Fy

Flange 8 0.625 5.00 0.31 1.56 0.49 0.16

(in) ALLOWABLE AXIAL LOAD rx = √(I/ΣA) ΣDepth ΣA lb/ft ΣAdn ΣAdn² Σio

2.487 8.00 9.61 32.8 21.4 86 21.05 A (in²) = 9.61

(in) (in⁴) (in⁴) Pa (kip) = 180.7 = Fa*A dg = ΣAdn/ΣA dg²ΣA I = Σ(io+Adn²)-dg²ΣA

2.23 48 59.4 Po (kip) = 8.8

(in) (in) (in³) C = dg c = ΣDepth-dg SM = Lesser of I/C & I/c CHECK

2.23 5.77 10.30 Po < Pa

OK

8.8 < 180.7

L 8x8x5/8"

11). Check Bulkhead Plate Buckling (below)

TERMS

a (in) = Plate Panel Height F'cr (ksi) = Critical Buckling Stress (Inelastic) b (in) = Plate Panel Width fy (ksi) = Yield Strength of Steel Plate a/b () = Plate Panel Aspect Ratio fcr (ksi) = Critical Buckling Stress (Elastic)

K () = Plate Buckling Coefficient (Figure 4.2) kc () = Plate Buckling Coefficient (ASD EQ 4.3) E (ksi) = Modulus of Elasticity (of Steel) P (kip) = Total Load on Plate Panel ν () = Poisson's Ratio (of Steel) fa (ksi) = Actual Compressive Stress on Panel t (in) = Plate Panel Thickness σ' (ksi) = Plate Buckling Stress (Roark) K () = kc () = Plate Buckling Coefficient

REFERENCES

Roark: Formulas for Stress and Strain, pg 730 + ASD Steel Design Manual, Fig 4.2

PLATE BUCKLING STRESS

a/b () = 1.083 a (in) = 26.0 b (in) = 24.0 ν () = 0.3 E (ksi) = t (in) = 0.375

K () = 4.00 = ASD, Figure 4.2: Line - Case 3 - As a/b approaches infinity σ' (ksi) = 31.1 = K*[E/(1-ν²)]*(t/b)²

CRITICAL PLATE BUCKLING STRESS

If σ' ≥ fy/2 , then calcuate F'cr Bearing Area AISC, ASD MANUAL

31.1 ≥ 17.0

P (kip) = 8.76 fy (ksi) = 34.0 fa (ksi) = 0.97 = P/t*b kc () = 4.00 fcr (ksi) = 25.6 = (26.2x10³)*kc/(b/t)² σ' or F'cr > fa

F'cr (ksi) = 22.7 = fy-(fy²/4*fcr)

F.S = 23.32 OK

29000

DR. BY DES. BY CHK'D BY

JBL - MDC

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

DATE

SHEET: COVER

REVISIONS

DESCRIPTION

ORIGINAL ISSUE

MARINE DESIGN

CENTER

100 PENN SQUARE EAST

DEPARTMENT OF THE ARMY

MARINE DESIGN CENTER

CORPS OF ENGINEERS

July 7, 2023 SCALE: AS SHOWN

USACE MOBILE DISTRICT - STOP LOG BARGE

140'-0" x 32'-0" x 7'-0"

MDC STANDARD FLOATING PLANT PAINT

SCHEDULE

RECOMMENDED - PROJ ENG.

J.B. LIGHTNER, P.E.

PROJECT NO. DRAWING NO.

T.J. KEYSER, P.E. NA

- 3369 896-B406-01 0

7/7/2023

MARINE DESIGN CENTER STD

FLOATING PLANT PAINT SCHEDULE

Pg 2

Min Max

1st Coat Amercoat 240 with Additive 880 / Black 12 20

2nd Coat Amercoat 450H or Pitthane Ultra / White / 27880 2 3

1st Coat Amercoat 240 with Additive 880 / Black 12 20

2nd Coat Amercoat 450H or Pitthane Ultra / Black 2 3

3rd Coat Amercoat 450H or Pitthane Ultra / White / 27880 2 3

1st Coat Amercoat 235 or 240 / Light or Haze Gray 5 8

2nd Coat Amercoat 235 or 240 / Light or Red Oxide 5 8

3rd Coat Amercoat 450H or Pitthane Ultra / Red / 10076 2 3

1st Coat Amercoat 235 or 240 / Red Oxide 5 8

2nd Coat Amercoat 235 or 240 / Light or Oxide Grey 5 8

3rd Coat Amercoat 450H or Pitthane Ultra / Yellow 2 3

1st Coat Amercoat 235 or 240 / Red Oxide 5 8

2nd Coat Amercoat 235 or 240 / Light or Oxide Grey 5 8

3rd Coat Amercoat 450H or Pitthane Ultra / Yellow 2 3

1st Coat Amercoat 235 or 240 / Red Oxide 5 8

2nd Coat Amercoat 235 or 240 Stripe Coat / Buff 4 5

3rd Coat Amercoat 235 or 240 Stripe Coat / White 5 8

4th Coat Amercoat 450H or Pitthane Ultra / White (Optional if Requested) 2 3

1st Coat Amercoat 235 or 240 Red Oxide 5 8

2nd Coat Amercoat 235 or 240 Black 5 8

3rd Coat Amercoat 450H or Pitthane Ultra - Black 2 3

1st Coat Amercoat 235 or 240 Red Oxide 5 8

2nd Coat Amercoat 235 or 240 Black 5 8

3rd Coat Amercoat 450H or Pitthane Ultra - Black 2 3

Min Max

1st Coat INTERZONE 505 / Black 12

2nd Coat INTERTHANE 990 / White 2

1st Coat INTERZONE 505 / Black 12

2nd Coat INTERTHANE 990 / Black 2

3rd Coat INTERTHANE 990 / White 2

1st Coat INTERTUF 262 / Grey 4

2nd Coat INTERTUF 262 / Red 4

3rd Coat INTERTHANE 990 / Red 2

1st Coat INTERTUF 262 / Red 4

2nd Coat INTERTUF 262 / Grey 4

3rd Coat INTERTHANE 990 or INTERLAC 665 / Yellow 2

1st Coat INTERTUF 262 / Red 4

2nd Coat INTERTUF 262 / Grey 4

3rd Coat INTERTHANE 990 or INTERLAC 665 / Yellow 2

1st Coat INTERTUF 262 / Red 4

2nd Coat INTERTUF 262 - Stripe Coat / Grey

3rd Coat INTERTUF 262 / White 4

4th Coat INTERTHANE 990 / White 2

1st Coat INTERTUF 262 / Red 4

2nd Coat INTERTUF 262 / Grey 4

3rd Coat INTERTHANE 990 / Black 2

1st Coat INTERTUF 262 / Red 4

2nd Coat INTERTUF 262 / Grey 4

3rd Coat INTERTHANE 990 / Black 2

Coating Order

INTERNATIONAL PAINT - 7/30/2020

Product Names - Details / Finish Color / AMS-STD-595 # DFT (Mils)

Hull Exterior Below Waterline / Black / 17038 (Hull Markings Only White / 27880)

PPG (Amercoat) - 7/31/2020 Coating Order

DFT (Mils) Product Names - Details / Finish Color / AMS-STD-595 #

Hull Exterior Below Waterline / Black / 17038 (Hull Markings Only White / 27880)

Area of Vessel - Details / Finish Color / AMS-STD-595 #

Caution, Safety Zones & Tripping Hazards / Yellow / 13655

Deck Fittings & Top 24" of Stop Log Guides / Yellow / 13655

Caution, Safety Zones & Tripping Hazards / Yellow / 13655

Handrails, Ladders, Stringers, & Rails / Black / 17038

Deck Fittings & Top 24" of Stop Log Guides / Yellow / 13655

Hull Exterior Above Waterline / Black / 17038 (Hull Markings Only White / 27880)

Exterior Main Deck - Deck Barge / Deck Red / 10076

Interior Hull - Compartment Voids - Dry / White / 27880

Stop Log Guides / Black / 17038

Area of Vessel - Details / Finish Color / AMS-STD-595 #

Hull Exterior Above Waterline / Black / 17038 (Hull Markings Only White / 27880)

Exterior Main Deck - Deck Barge / Deck Red / 10076

Handrails, Ladders, Stringers, & Rails / Black / 17038

Stop Log Guides / Black / 17038

Interior Hull - Compartment Voids - Dry / White / 27880

PPG

INTERNATIONAL PAINT

MARINE DESIGN CENTER STD

FLOATING PLANT PAINT SCHEDULE

Pg 3

Min Max

1st Coat SherGlass / Black 12 20

2nd Coat Acrolon 218 HS / White 2 6

1st Coat SherGlass / Black 12 20

2nd Coat Acrolon 218 HS / Black 2 6

3rd Coat Acrolon 218 HS / White 2 6

1st Coat SeaGuard 5000 HS / Grey 5 7

2nd Coat SeaGuard 5000 HS / Red 5 7

3rd Coat Acrolon 218 HS / Deck Red 2 6

1st Coat SeaGuard 5000 HS / Red 5 7

2nd Coat SeaGuard 5000 HS / Grey 5 7

3rd Coat Acrolon 218 HS / Yellow 2 6

1st Coat SeaGuard 5000 HS / Red 5 7

2nd Coat SeaGuard 5000 HS / Grey 5 7

3rd Coat Acrolon 218 HS / Yellow 2 6

1st Coat SeaGuard 5000 HS / Red 5 7

2nd Coat SeaGuard 5000 HS - Stripe Coat / Grey 5 7

3rd Coat SeaGuard 5000 HS / White 5 7

4th Coat Acrolon 218 HS / White 2 6

1st Coat SeaGuard 5000 HS / Red 5 7

2nd Coat SeaGuard 5000 HS / Grey 5 7

3rd Coat Acrolon 218 HS / Black 2 6

1st Coat SeaGuard 5000 HS / Red 5 7

2nd Coat SeaGuard 5000 HS / Grey 5 7

3rd Coat Acrolon 218 HS / Black 2 6

Min Max

1st Coat Carboguard 890 Glass Flake / Black / 17038 16

2nd Coat Carbothane 134HG / White / 27880 Hull Markings Only 2

1st Coat Carboguard 890 Glass Flake / Black / 17038 16

2nd Coat

3rd Coat Carbothane 134HG / White / 27880 Hull Markings Only 2

1st Coat Carbozinc 808 Green 3

2nd Coat Carboguard 890 Glass Flake Red #0500 16

3rd Coat Carbothane 134HG / Deck Red / 10076 2

1st Coat Carbozinc 808 Green 3

2nd Coat Carboguard 890 Grey 5

3rd Coat Carbothane 134HG Yellow 2

1st Coat Carbozinc 808 Green 3

2nd Coat Carboguard 890 Grey 5

3rd Coat Carbothane 134HG Yellow 2

1st Coat Carboguard 890 Buff 5

2nd Coat Carboguard 890 Grey - Stripe Coat 2

3rd Coat Carboguard 890 White 5

4th Coat

1st Coat Carboguard 890 Buff 5

2nd Coat Carboguard 890 Black 5

3rd Coat

1st Coat Carboguard 890 Buff 5

2nd Coat Carboguard 890 Black 5

3rd Coat

SHERWIN-WILLIAMS - 8/13/2020

Product Names - Details / Finish Color / AMS-STD-595 # DFT (Mils)Area of Vessel - Details / Finish Color / AMS-STD-595 #

Coating Order

Hull Exterior Below Waterline / Black / 17038 (Hull Markings Only White / 27880)

Hull Exterior Above Waterline / Black / 17038 (Hull Markings Only White / 27880)

Exterior Main Deck - Deck Barge / Deck Red / 10076

Deck Fittings & Top 24" of Stop Log Guides / Yellow / 13655

Caution, Safety Zones & Tripping Hazards / Yellow / 13655

Interior Hull - Compartment Voids - Dry / White / 27880

Handrails, Ladders, Stringers, & Rails / Black / 17038

Stop Log Guides / Black / 17038

CARBOLINE - 7/31/2020

Product Names - Details / Finish Color / AMS-STD-595 # DFT (Mils)Area of Vessel - Details / Finish Color / AMS-STD-595 #

Coating Order

Hull Exterior Below Waterline / Black / 17038 (Hull Markings Only White / 27880)

Hull Exterior Above Waterline / Black / 17038 (Hull Markings Only White / 27880)

Exterior Main Deck - Deck Barge / Deck Red / 10076

Deck Fittings & Top 24" of Stop Log Guides / Yellow / 13655

Caution, Safety Zones & Tripping Hazards / Yellow / 13655

SHERWIN-WILLIAMS

CARBOLINE

Interior Hull - Compartment Voids - Dry / White / 27880

Handrails, Ladders, Stringers, & Rails / Black / 17038

Stop Log Guides / Black / 17038

MARINE DESIGN CENTER STD

FLOATING PLANT PAINT SCHEDULE

Pg 4

Min Max

1st Coat Jotamastic 90 GF / Black 10

2nd Coat Hardtop XP / White 2

1st Coat Jotamastic 90 GF / Black 10

2nd Coat Hardtop XP / Black 2

3rd Coat Hardtop XP / White 2

1st Coat Jotamastic 80 / Grey 5

2nd Coat Jotamastic 80 / Red 5

3rd Coat Hardtop XP / Deck Red 2

1st Coat Jotamastic 80 / Red 5

2nd Coat Jotamastic 80 / Grey 5

3rd Coat Hardtop XP / Yellow 2

1st Coat Jotamastic 80 / Red 5

2nd Coat Jotamastic 80 / Grey 5

3rd Coat Hardtop XP / Yellow 2

1st Coat Jotamastic 80 / Al RT 5

2nd Coat Jotamastic 80 - Stripe Coat / Grey

3rd Coat Jotamastic 80 / White 5

4th Coat Hardtop XP / White 2

1st Coat Jotamastic 80 / Red 5

2nd Coat Jotamastic 80 / Grey 5

3rd Coat Hardtop XP / Black 2

1st Coat Jotamastic 80 / Red 5

2nd Coat Jotamastic 80 / Grey 5

3rd Coat Hardtop XP / Black 2

JOTUN - 7/30/2020

Product Names - Details / Finish Color / AMS-STD-595 # DFT (Mils)Area of Vessel - Details / Finish Color / AMS-STD-595 #

Coating Order

Interior Hull - Compartment Voids - Dry / White / 27880

Handrails, Ladders, Stringers, & Rails / Black / 17038

Stop Log Guides / Black / 17038

JOTUN

Hull Exterior Below Waterline / Black / 17038 (Hull Markings Only White / 27880)

Hull Exterior Above Waterline / Black / 17038 (Hull Markings Only White / 27880)

Exterior Main Deck - Deck Barge / Deck Red / 10076

Deck Fittings & Top 24" of Stop Log Guides / Yellow / 13655

Caution, Safety Zones & Tripping Hazards / Yellow / 13655

BL

5'-2"

2'-0" TYP.

70 64

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

2 1

MAS

896-B410-02

SIZE PROJECT NO.

01-JUNE-2023

DWG. NO.

REV

PHILADELPHIA, PA MARINE DESIGN CENTER

3369 -

CORPS OF ENGINEERS

MARINE DESIGN CENTER

of Engineers

140' x 32' X 7'

RUB BAR DETAILS

DR. BY CHK'D BY

3/16" = 1'-0"

DES. BY

MDC JBL

SUBMITTED - PROJ ENG

RECOMMENDED - SECT CH

DDATE

JON LIGHTNER, P.E. C.E.

APRD FOR THE DIRECTOR - CH DES BR

TIMOTHY KEYSER P.E. N.A.

MATTHEW NEWBORN P.E. N.A.

SCALE

CESAM STOP LOG BARGE

SHEET 1OF

A A

B B

C C

D D

E E

F F

DEPARTMENT OF THE ARMY

US Army Corps

ELEVATION 4-C

SCALE: 3/8" = 1'-0"

HEAD LOGS (ALL CORNERS)

WRAP CORNER RUB PLATE ACROSS

STARBOARD SIDE LOOKING AFT

TOWKNEES

3'-0"

WITH APPROX 1" CLEARANCE

NOTCH I.W.O. BILGE PLATE

ELEVATION 7-C

STARBOARD SIDE LOOKING INBOARD

SCALE: 3/8" = 1'-0"

BHD

WT

16"

2'-4"

18"

4'-8"

"10'-58

10" TYP

R3" TYP

2-C

2-C

AUTOCAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR ABS 1.

REVIEW AND FOR ACCURATELY BIDDING ON THIS VESSEL. USERS ARE RESPONSIBLE TO VERIFY ALL INFORMATION FOR DIMENSIONAL ACCURACY WHEN ORDERING OR LOFTING MATERIAL. ALL EQUIPMENT

MANUFACTURERS SPECIFIED TO BE AS DESIGNATED OR EQUAL. EQUIPMENT CHANGES SHALL BE

APPROVED BY THE COR.

ALL WELDING, MATERIALS, INSTALLATION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS 2.

RULES. THE BARGE SHALL BE CLASSED �MALTESE CROSS A-1, BARGE, RIVER SERVICE� WITH

�REINFORCEMENT B� NOTATION. ALL FIT-UPS AND WELDING SHALL BE TO THE SATISFACTION OF THE

SURVEYOR.

BUTTS IN PLATES MAY NOT BE SHOWN. THE LOCATIONS OF BUTTS IS LEFT TO THE DISCRETION OF 3.

THE BUILDER, HOWEVER BUTTS IN PLATES SHALL BE A MINIMUM OF THREE (3) INCHES FROM ANY

STRUCTURAL MEMBERS WHICH RUN PARALLEL TO THE BUTTS.

GENERAL NOTES

HULL PROFILE

SHELL PLATE

3/8" SIDE

SECTION 2-C

SCALE: 3/4" - 1'-0"

1/4

TYP

1"

2" X 45° CHAMFER

TYP ALL EDGES

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

17" TYP

8'-0"

896-B415-01

SIZE PROJECT NO. DWG. NO. REV

D

MARINE DESIGN CENTERPHILADELPHIA, PA

CORPS OF ENGINEERS

MARINE DESIGN CENTER

of Engineers

CESAM STOP LOG BARGE

140' X 32' X 7'

MANHOLES

DR. BY DES. BY CHK'D BY

MAS MDC JBL

SUBMITTED - PROJ ENG

RECOMMENDED - SECT CH

APRD FOR THE DIRECTOR - CH DES BR

DATE

JON LIGHTNER, P.E. C.E.

MATTHEW NEWBORN P.E. N.A.

TIMOTHY KEYSER P.E. N.A.

01-JUNE-2023 SCALE 3/8" = 1'-0" SHEET 2OF

A A

B B

C C

D D

E E

F F

DEPARTMENT OF THE ARMY

US Army Corps

GENERAL NOTES

AUTOCAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED 1.

FOR ABS REVIEW AND FOR ACCURATELY BIDDING ON THIS VESSEL. USERS ARE RESPONSIBLE

TO VERIFY ALL INFORMATION FOR DIMENSIONAL ACCURACY WHEN ORDERING OR LOFTING

MATERIAL.

ALL WELDING, MATERIALS, INSTALLATION, AND WORKMANSHIP SHALL BE IN ACCORDANCE 2.

WITH ABS RULES. THE BARGE SHALL BE CLASSED "MALTESE CROSS A-1, BARGE, RIVER

SERVICE" WITH "REINFORCEMENT B" NOTATION. ALL FIT-UPS AND WELDING SHALL BE TO

THE SATISFACTION OF THE SURVEYOR.

4 DECK FITTINGS & INSERTS 896-B420-01

3 LONGITUDINAL STRUCTURE 896-B311-01

2 TRANSVERSE STRUCTURE 896-B309-01

1 SIDE SHELL PLATING 896-B307-02

NO. TITLE DWG NO.

REFERENCES

PARTIAL BHD

PARTIAL BHD

N.T. BHD

BOW TO MIDSHIP SHOWN, STERN TO MIDSHIP SIM & OPP

5"x1/2" FLAT BAR, TYP.

PARTIAL BHD

HEADER IWO MANHOLE

W .T B H D

PARTIAL BHD

N.T. BHD

N.T. BHD N.T. BHDN.T. BHD

W .T B H D

W .T B H D

W .T B H D

W .T B H D

W .T B H D

LONGL'L TRUSS

FWD

LONGL'L TRUSS

LONGL'L TRUSS LONGL'L TRUSS

W .T B H D

W .T B H D

SEE DETAIL 14-E

PARTIAL BHD

W .T B H D

W .T B H D

20 COUNT REQ'D

18" MANHOLE, TYP.

DECK PLAN VIEW

MANHOLE LOCATIONS

PARTIAL BHD

CLCL

TYP

14'-9"

15" TYP

TYP

6'-9"12" TYP

11-E 11-E

896-B415-01

SIZE PROJECT NO. DWG. NO. REV

D 3369 -

SCALE SHEET 2OF

A A

B B

C C

D D

E E

F F

3/8" = 1'-0"

DETAIL 14-E

TYP HATCH RING INSTALLATION

SINGLE BOLT 18" HATCH CAST ALUMINUM COVER/GALVANIZED STEEL RING

W/GALVANIZED STEEL RETAINING CHAIN

NOTE: HOLD TOP OF MANHOLE RING 3/16" ABOVE THE DECK

MANHOLE MUST BE ABS CERTIFIED

MANHOLE RING, STEEL (GALVANIZED)

HATCH COVER, ALUMINUM

MAIN DECK

36" OF 3/16" 310 SS CHAIN

SS SHACKLE

5/16

TYP

1/2

TYP

SECTION 11-E

WT

5"x1/2" F.B. TYP

17 19

(5-F)

TYP MANHOLE HEADER

CL

SCALE: 3/4"=1'-0"

REQUIRED IWO MANHOLES

BHD

FWD

3/8

TYP

4916"4 9/16"

1'-412"1'-4 1/2"

70 64

WT

BHD

WT

BHD

WT

BHD

896-B460-01

SIZE PROJECT NO. DWG. NO. REV

D 3369

140' x 32' x 7'

MARINE DESIGN CENTER

CORPS OF ENGINEERS

MARINE DESIGN CENTER

of Engineers

CESAM STOP LOG BARGE

PHILADELPHIA, PA

US Army Corps

DETAILS

DR. BY DES. BY CHK'D BY

MAS MDC JBL

SUBMITTED - PROJ ENG

RECOMMENDED - SECT CH

APRD FOR THE DIRECTOR - CH DES BR

DATE

JON LIGHTNER, P.E. C.E.

MATTHEW NEWBORN P.E. N.A.

TIMOTHY KEYSER P.E. N.A.

01-JUNE-2023 SCALE 3/8" = 1'-0" SHEET 1OF

A A

B B

C C

D D

E E

F F

DEPARTMENT OF THE ARMY

HULL MARKING

1.

SIX (6) SETS REQUIRED.

VESSEL NAME

5.

NUMBERS SHALL BE 6" HIGH, GOTHIC TYPE.

LETTERS & NUMBERS SHALL BE PAINTED WHITE.

4. NUMBERS SHALL BE CUT FROM 1/4" STEEL PLATE AND WELDED 100%.

EACH NUMBER.

MEASURED FROM UNDERSIDE OF BOTTOM PLATING TO THE BOTTOM OF

3. DRAFT MARKS SHALL INDICATE DRAFT IN ONE FOOT INCRIMENTS AND

FOUR (4) SETS REQUIRED.

2.

4. LETTERS & NUMBERS SHALL BE PAINTED WHITE.

3. LETTERS & NUMBERS SHALL BE CUT FROM 1/4" STEEL PLATE AND WELDED 100%.

2. LETTERS & NUMBERS SHALL BE 10" HIGH, GOTHIC TYPE.

1.

DRAFT MARKS

OWNERS NAME

TWO (2) SETS REQUIRED.1.

LETTERS & NUMBERS SHALL BE 10" HIGH, GOTHIC TYPE.2.

LOCATION SHALL BE CENTERED AT MIDSHIPS P&S, BETWEEN THE DECK EDGE 3.

TANGENT AND THE TOP RUB BAR.

LETTERS & NUMBERS SHALL BE CUT FROM 1/4" STEEL PLATE AND WELDED 100%.4.

LETTERS & NUMBERS SHALL BE PAINTED WHITE.5.

DRAFT MARKS DRAFT MARKS

TYP

VESSEL NAME

TYP

OWNERS NAME

SIDESHELL ELEVATION

VESSEL NAME

TYP

TYP

27 " TYP

24" TYP

88'-10

6" TYP

17'-81516"

CL

VESSEL NAME, MAIN DECK PLAN

FWD SHOWN, AFT SIM & ROATAED 180°

123 04

"8105

"312

3 1/2"

4916"4 9/16"

1'-412"1'-4 1/2"

116'-0"

HOLD BETWEEN GUIDES

8'-0"

D

896-B498-01

SIZE PROJECT NO. REV

MARINE DESIGN CENTER

CESAM STOP LOG BARGE

140' x 32' x 7'

CORPS OF ENGINEERS

APRD FOR THE DIRECTOR - CH DES BR

MATTHEW NEWBORN P.E. N.A.

MARINE DESIGN CENTER

MAS

US Army Corps

GUIDES

DR. BY

of Engineers

DES. BY

DWG. NO.

MDC JBL

SUBMITTED - PROJ ENG

RECOMMENDED - SECT CH

3/16" = 1'-0"

DATE

JON LIGHTNER, P.E. C.E.

PHILADELPHIA, PA

TIMOTHY KEYSER P.E. N.A.

CHK'D BY

SCALE01-JUNE-2023 SHEET 1OF

A A

B B

C C

D D

E E

F F

DEPARTMENT OF THE ARMY

STOP LOG

STOP LOGS

MAIN DECK

PLAN VIEW

BHD

70 64

WT WT

BHD BHD

WT

BHD

WT

GENERAL NOTES

AUTOCAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR ABS REVIEW 1.

AND FOR ACCURATELY BIDDING ON THIS VESSEL. USERS ARE RESPONSIBLE TO VERIFY ALL INFORMATION FOR DIMENSIONAL ACCURACY WHEN ORDERING OR LOFTING MATERIAL. ALL EQUIPMENT MANUFACTURERS SPECIFIED

TO BE AS DESIGNATED OR EQUAL. EQUIPMENT CHANGES SHALL BE APPROVED BY THE COR.

ALL WELDING, MATERIALS, INSTALLATION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS RULES. 2.

THE BARGE SHALL BE CLASSED �MALTESE CROSS A-1, BARGE, RIVER SERVICE� WITH �REINFORCEMENT B�

NOTATION. ALL FIT-UPS AND WELDING SHALL BE TO THE SATISFACTION OF THE SURVEYOR.

ALL MATERIAL IS TO BE A36 OR ABS GRADE "A" UNLESS NOTED OTHERWISE.3.

1 DECK & BOTTOM PLATING 896-B307-01

NO. TITLE DWG NO.

REFERENCES

26"

84'-9

4'-4"

2'-738"

STOP LOGS

STOP LOG GUIDES

OUTBOARD PROFILE

ELEVATION VIEW

BHDBHD

WTWT

BHD

WT

BHD

59 6

WT

7316" TYP

STOP LOG GUIDE DETAIL

4 REQUIRED

AFT END SHOWN, FWD END OPP

SEE REF 1 FOR UNDERDECK STRUCTURE

SCALE 3/8" = 1'-0"

24"

6"

5/8" FLG PLT

20'-0"

116'-0"

HOLD BETWEEN GUIDES

8'-0"