200-330_series.pdf

ABS Global Engineering 800 West Commerce Road, Suite 400 | Harahan, LA 70123 USA

Task – T1865045 TAI Crane Barge – 160’ Crane Barge ABS Pre-Contact Design Review prior to

Request for Class Flag: United States of America

Attention: Mr. Krishna Karri, Technology Associates, Inc. (WCN: 426181)

The document shown in the attached list is reviewed in accordance with the applicable requirements of the following:

• ABS Rules for Building and Classing Steel Barges 2018, as amended

Please note our review is based on the following conditions:

1. We recognize that the submitted drawings are intended for basic design only. As such, the subject review has been focused on verifying compliance reflective of the detail shown in the submitted drawing and identifying noncompliance items with the applicable Rules and Code(s) listed above. Review for full compliance with the

Rules and Code(s), such as complete Bill of Materials for piping, valves and specialty items and certificates/cut sheets for system components is to be carried out during the review of the detail design.

2. Once the vessel is contracted for construction, the drawing is to be resubmitted to

ABS for detailed review for Classification.

Additionally, we have received your declaration stating that the materials used in the system indicated in the submittal are free from asbestos.

For any clarifications, contact Scott C. Sienkiewicz at 504-262-5238, (ssienkiewicz@eagle.org).

Very truly yours, Roy H. Bleiberg Vice President of Engineering

Electronically Signed by: Subramani Ragunathan

Electronically published by ABS New Orleans.

Reference T1865045, dated 16-MAY-2019.

800 West Commerce Road, Suite 400 | Harahan, LA 70123 USA

Document List

Drawing No.

Rev.

No.

Title Status

850-B330-01 1 Crane Foundation

Structural Arrangements

Reviewed

An electronic copy of the document, appropriately stamped, is available in the ABS My

Eagle Portal through Engineering Manager.

Reference T1865045, dated 16-MAY-2019.

800 West Commerce Road, Suite 400 | Harahan, LA 70123 USA

Task – T1815312 TAI Crane Barge – 160’ Crane Barge ABS Pre-Contact Design Review prior to

The documents shown in the attached list are reviewed in accordance with the applicable requirements of the following:

• ABS Rules for Building and Classing Steel Barges 2018, as amended

• International Convention on Load Lines 1966, as amended

Please note our review is based on the following conditions:

1. We recognize that the submitted drawings are intended for basic design only. As such, the subject review has been focused on verifying compliance reflective of the detail shown in the submitted drawing and identifying noncompliance items with the applicable Rules and Code(s) listed above. Review for full compliance with the

Rules and Code(s), such as complete Bill of Materials for piping, valves and specialty items and certificates/cut sheets for system components is to be carried out during the review of the detail design.

2. Once the vessel is contracted for construction, the drawing is to be resubmitted to

ABS for detailed review for Classification.

3. It should be noted that our review at this time in no way precludes any future amendments which may be deemed necessary by submission and review of detailed drawings for Classification.

Additionally, we have received your declaration stating that the materials used in the system indicated in the submittal are free from asbestos.

For any clarifications, contact Scott C. Sienkiewicz at 504-262-5238, (ssienkiewicz@eagle.org).

Very truly yours, Roy H. Bleiberg Vice President of Engineering

Electronically Signed by: Clayton S. Cooper

Reference T1815312, dated 08-JAN-2019.

800 West Commerce Road, Suite 400 | Harahan, LA 70123 USA

Documents List

Drawing No.

Rev.

No.

Title Status

850-B130-02 0 Tank Arrangement Reviewed

850-B205-01 0 Outboard Profile Reviewed

850-B215-01 0 General Arrangement Reviewed

Electronic copies of the documents, appropriately stamped, are available in the ABS My

Eagle Portal through Engineering Manager.

Reference T1815312, dated 08-JAN-2019.

800 West Commerce Road, Suite 400 | Harahan, LA 70123 USA

Task – T1855351 TAI Crane Barge – 160’ Crane Barge ABS Pre-Contact Design Review prior to requirements of the following:

• ABS Rules for Building and Classing Steel Barges 2018, as amended

• International Convention on Load Lines 1966, as amended

Please note our review is based on the following conditions:

1. We recognize that the submitted drawings are intended for basic design only. As such, the subject review has been focused on verifying compliance reflective of the detail shown in the submitted drawing and identifying noncompliance items with the applicable Rules and Code(s) listed above. Review for full compliance with the

Rules and Code(s), such as complete Bill of Materials for piping, valves and specialty items and certificates/cut sheets for system components is to be carried out during the review of the detail design.

2. Once the vessel is contracted for construction, the drawing is to be resubmitted to

ABS for detailed review for Classification.

3. It should be noted that our review at this time in no way precludes any future amendments which may be deemed necessary by submission and review of detailed drawings for Classification.

Additionally, we have received your declaration stating that the materials used in the system indicated in the submittal are free from asbestos.

For any clarifications, contact Scott C. Sienkiewicz at 504-262-5238, (ssienkiewicz@eagle.org).

Very truly yours, Roy H. Bleiberg Vice President of Engineering

Electronically Signed by: Clayton S. Cooper

Reference T1855351, dated 15-MAY-2019.

800 West Commerce Road, Suite 400 | Harahan, LA 70123 USA

Documents List

Drawing No.

Rev.

No.

Title Status

850-B130-02 1 Tank Arrangement Reviewed

850-B215-01 1 General Arrangement Reviewed

Electronic copies of the documents, appropriately stamped, are available in the ABS My

Eagle Portal through Engineering Manager.

Reference T1855351, dated 15-MAY-2019.

800 West Commerce Road, Suite 400 | Harahan, LA 70123 USA

Task – T1819251 TAI Crane Barge – 160’ Crane Barge ABS Pre-Contact Design Review prior to requirements of the following:

• ABS Rules for Building and Classing Steel Barges 2018, as amended

• International Convention on Load Lines 1966, as amended

Please note our review is based on the following conditions:

1. We recognize that the submitted drawings are intended for basic design only. As such, the subject review has been focused on verifying compliance reflective of the detail shown in the submitted drawing and identifying noncompliance items with the applicable Rules and Code(s) listed above. Review for full compliance with the

Rules and Code(s), such as complete Bill of Materials for piping, valves and specialty items and certificates/cut sheets for system components is to be carried out during the review of the detail design.

2. Once the vessel is contracted for construction, the drawing is to be resubmitted to

ABS for detailed review for Classification.

Additionally, we have received your declaration stating that the materials used in the system indicated in the submittal are free from asbestos.

For any clarifications, contact Scott C. Sienkiewicz at 504-262-5238, (ssienkiewicz@eagle.org).

Very truly yours, Roy H. Bleiberg Vice President of Engineering

Electronically Signed by: Clayton S. Cooper

Reference T1819251, dated 18-JAN-2019.

800 West Commerce Road, Suite 400 | Harahan, LA 70123 USA

Documents List

Drawing No.

Rev.

No.

Title Status

850-B105-01 0 Hull Lines & Offset Filed by ABS for Reference Only

850-B170-01 0 Dry Docking Plan Filed by ABR for Reference Only

850-B170-02 0 Dry Docking Blocking Calculations

Filed by ABS for Reference Only

850-B330-04 0 Deck Dunnage

Drawing

Filed by ABS for Reference Only

850-B410-01 0 Hull Fendering Filed by ABS for Reference Only

850-B427-01 0 Ladder Arrangement Filed by ABS for Reference Only

850-B554-02 0 Spud Winch Sizing Calculations

Filed by ABS for Reference Only

Electronic copies of the documents, appropriately stamped, are available in the ABS My

Eagle Portal through Engineering Manager.

Reference T1819251, dated 18-JAN-2019.

800 West Commerce Road Suite 400| Harahan, LA 70123 USA

Task – T1832855 TAI Crane Barge – 160’ Crane Barge ABS Pre-Contact Design Review prior to

Attention: Mr. Krishna Karri, Technology Associates, Inc. (426181 ) requirements of the following:

· 2018 ABS Rules for Building and Classing Steel Barges, as amended.

· International Convention on Load Line, 1966 as amended.

Please note our review is based on the following conditions:

1 . We recognize that the submitted drawings are intended for basic design only. As such, the subject review has been focused on verifying compliance reflective of the detail shown in the submitted drawing and identifying noncompliance items with the applicable Rules and Code(s) listed above. Review for full compliance with the Rules and Code(s), such as complete Bill of Materials for piping, valves and specialty items and certificates/cut sheets for system components is to be carried out during the review of the detail design.

2. Once the vessel is contracted for construction, the drawing is to be resubmitted to

ABS for detailed review for Classification.

Additionally, we have received your declaration stating that the materials used in the system indicated in the submittal are free from asbestos.

For any clarifications, contact Khue Le at 504-262-5249 or (kle@eagle.org) or Sathya, (Shathiyakkumar Ganapathy Annadurai) at 504-262-5209 or (sganapathy@eagle.org).

Very truly yours, Roy H. Bleiberg Vice President of Engineering

Electronically Signed by: Clayton S. Cooper

Reference T1832855, dated 13-MAR-2019.

mailto:kle@eagle.org mailto:sganapathy@eagle.org

800 West Commerce Road Suite 400| Harahan, LA 70123 USA

Documents List

Drawing No. Rev. No. Title Status 850-B307-02 0 Shell Plating Reviewed

850-B307-01 0 Deck and Bottom Plating Reviewed

850-B309-01 0 Transverse Structure Reviewed w/Comment

850-B311 -01 0 Longitudinal Structure Reviewed

Electronic copies of the documents, appropriately stamped, are available in the ABS My

Eagle Portal through Engineering Manager.

Comments List

Thread No Comment Text Facilities Action

S-002 850-B309-01 -

TRANSVERSE

STRUCTURE

Technical

Per SBR 3-2-5/1 .1 , Bottom transverses are to have flat bar stiffeners at each bottom longitudinal. Please revise & resubmit the drawing accordingly.

Reference T1832855, dated 13-MAR-2019.

800 West Commerce Road Suite 400| Harahan, LA 70123 USA

Task – T1846866 TAI Crane Barge – 160’ Crane Barge ABS Pre-Contact Design Review prior to requirements of the following:

· 2018 ABS Rules for Building and Classing Steel Barges, as amended.

· International Convention on Load Line, 1966 as amended.

Please note our review is based on the following conditions:

1 . We recognize that the submitted drawings are intended for basic design only. As such, the subject review has been focused on verifying compliance reflective of the detail shown in the submitted drawing and identifying noncompliance items with the applicable Rules and Code(s) listed above. Review for full compliance with the Rules and Code(s), such as complete Bill of Materials for piping, valves and specialty items and certificates/cut sheets for system components is to be carried out during the review of the detail design.

2. Once the vessel is contracted for construction, the drawing is to be resubmitted to

ABS for detailed review for Classification.

Additionally, we have received your declaration stating that the materials used in the system indicated in the submittal are free from asbestos.

For any clarifications, contact Khue Le at 504-262-5249 or (kle@eagle.org) or Sathya, (Shathiyakkumar Ganapathy Annadurai) at 504-262-5209 or (sganapathy@eagle.org).

Very truly yours, Roy H. Bleiberg

Reference T1846866, dated 17-APR-2019.

800 West Commerce Road Suite 400| Harahan, LA 70123 USA

Documents List

Drawing No. Rev. No. Title Status

850-B552-01 0 SPUD WELL

STRUCTURAL

ARRANGEMENTS

Reviewed

850-B550-01 0 SPUD STRUCTURAL

ARRANGEMENTS

Filed by ABS for Reference only

850-B550-02 0 SPUD AND SPUD WELL

SIZING CALCULATIONS

REPORT

Filed by ABS for Reference only

850-B309-01 1 TRANSVERSE

STRUCTURE

Reviewed

850-B311 -01 1 LONGITUDINAL

STRUCTURE

Reviewed

Electronic copies of the documents, appropriately stamped, are available in the ABS My

Eagle Portal through Engineering Manager.

Reference T1846866, dated 17-APR-2019.

800 West Commerce Road Suite 400| Harahan, LA 70123 USA

Task – T1855803

TAI Crane Barge – 160’ Crane Barge

ABS Pre-Contact Design Review prior to

Attention: Mr. Krishna Karri, Technology Associates, Inc. (426181) requirements of the following:

2018 ABS Rules for Building and Classing Steel Barges, as amended.

International Convention on Load Line, 1966 as amended.

Please note our review is based on the following conditions:

1. We recognize that the submitted drawings are intended for basic design only. As such, the subject review has been focused on verifying compliance reflective of the detail shown in the submitted drawing and identifying noncompliance items with the applicable Rules and Code(s) listed above. Review for full compliance with the Rules and Code(s), such as complete Bill of Materials for piping, valves and specialty items and certificates/cut sheets for system components is to be carried out during the review of the detail design.

2. Once the vessel is contracted for construction, the drawing is to be resubmitted to

ABS for detailed review for Classification.

Additionally, we have received your declaration stating that the materials used in the system indicated in the submittal are free from asbestos.

For any clarifications, contact Sathya, (Shathiyakkumar Ganapathy Annadurai) at 504- 262-5209 or (sganapathy@eagle.org).

Very truly yours, Roy H. Bleiberg

Reference T1855803, dated 15-MAY-2019.

800 West Commerce Road Suite 400| Harahan, LA 70123 USA

Documents List

Drawing No. Rev. No. Title Status 850-B301-01 0 MIDSHIP SECTION Reviewed

An Electronic copy of the document, appropriately stamped, is available in the ABS My

Eagle Portal through Engineering Manager.

Reference T1855803, dated 15-MAY-2019.

800 West Commerce Road Suite 400| Harahan, LA 70123 USA

Task – T1856324 TAI Crane Barge – 160’ Crane Barge ABS Pre-Contact Design Review prior to requirements of the following:

· 2018 ABS Rules for Building and Classing Steel Barges, as amended.

· International Convention on Load Line, 1966 as amended.

Please note our review is based on the following conditions:

1 . We recognize that the submitted drawings are intended for basic design only. As such, the subject review has been focused on verifying compliance reflective of the detail shown in the submitted drawing and identifying noncompliance items with the applicable Rules and Code(s) listed above. Review for full compliance with the Rules and Code(s), such as complete Bill of Materials for piping, valves and specialty items and certificates/cut sheets for system components is to be carried out during the review of the detail design.

2. Once the vessel is contracted for construction, the drawing is to be resubmitted to

ABS for detailed review for Classification.

Additionally, we have received your declaration stating that the materials used in the system indicated in the submittal are free from asbestos.

For any clarifications, contact Khue Le at 504-262-5249 or (kle@eagle.org).

Very truly yours, Roy H. Bleiberg

Electronically Signed by: Clayton S Cooper

Reference T1856324, dated 02-MAY-2019.

800 West Commerce Road Suite 400| Harahan, LA 70123 USA

Document List

Drawing No. Rev. No. Title Status 850-B330-02 0 Machinery & Winch Foundations Reviewed /w Amendment

850-B330-03 0 Machinery and Winch Foundation Calculations

File by ABS for Reference

Only

An electronic copy of the document, appropriately stamped, is available in the ABS My

Eagle Portal through Engineering Manager.

Reference T1856324, dated 02-MAY-2019.

NABRICO

DF-482

1 1

See A

BS N

ew O rle ans L ette r R ef T 1815312 D ate d 0

8-J

AN

-2 ew O rle ans L ette r R ef T 1815312 D ate d 0

8-J

AN

ew O rle ans L ette r R ef T 1815312 D ate d 0

8-J

AN

ew O rle ans L ette r R ef T 1815312 D ate d 0

8-J

AN

ew O rle ans L ette r R ef T 1815312 D ate d 0

8-J

AN

BS N

ew O rle ans L ette r R ef T 1855351 D ate d 1

5-M

AY-2

ew O rle ans L ette r R ef T 1855351 D ate d 1

5-M ew O rle ans L ette r R ef T 1855351 D ate d 1

5-M

Deck Fittings, Hatches & Manhole covers not part of this review.

BS N

ew O rle ans Lette r R ef T 1855803 D ated 15-M

3/8

TYP. AT

STANCHION

ENDS

See A

BS N

ew O rle ans Lette r R ef T 1855803 D ated 15-M

SBR 3-2-5/1.1, Bottom transverses at t frs. 1 and 2 are to have flat bar stiffeners at each bottom longitudinal.

Deck Fittings, Hatches & Manhole cover not part of this review.

See A

BS N

ew O rle ans Lette r R ef T 1832855 D ated 13-M

AR-2

Deck Fittings, Hatches & Manhole cover not part of this review.

BS N

ew O rle ans Lette r R ef T 1846866 D ated 17-A

PR-2

ew O rle ans Lette r R ef T 1846866 D ated 17-A ew O rle ans Lette r R ef T 1846866 D ated 17-A ew O rle ans Lette r R ef T 1846866 D ated 17-A ew O rle ans Lette r R ef T 1846866 D ated 17-A ew O rle ans Lette r R ef T 1846866 D ated 17-A ew O rle ans Lette r R ef T 1846866 D ated 17-A ew O rle ans Lette r R ef T 1846866 D ated 17-A ew O rle ans Lette r R ef T 1846866 D ated 17-A

Deck Fittings, Hatches & Manhole cover not part of this review.

BS N

ew O rle ans Lette r R ef T 1846866 D ated 17-A ew O rle ans Lette r R ef T 1846866 D ated 17-A ew O rle ans Lette r R ef T 1846866 D ated 17-A

SPUD WINCH AND MANUAL WINCH NOT PART OF ABS REVIEW

SPUD WINCH FOUNDATION DESIGN LOAD:

80% OF BREAKING STRENGTH OF 1 -1/4" WIRE ROPE OF 159,800LBS

TRANSVERSE DEEP GIRDER CHANGE TO

15" x 4" x 1/2" IWO SPUD WINCH AT FR.

1,2,18, AND 19

See A

BS N

ew O rle ans L ette r R ef T

1856324 D ate d 0 2-M ew O rle ans L ette r R ef T

1856324 D ate d 0 2-M

SPUD WINCH FOUNDATION CALCULATIONS

COASTAL MARINE EQUIPMENT, INC. MODEL 1S50‐125*7‐16‐40 lb/LT 2240 ‐

Axial and Shear Force Calculations at Bolt Locations Rule Reference : ABS SVR Pt‐3,Ch‐5, Sec‐1,13

Bolt Numbering Scheme (Port Side Shown)

Wire breaking strength (BS) 159,800.00 lbs

Design Load (DL) 127,840.00 lbs Height of the winch drum (H) 60.00 in

Moment (M) 7,670,400.00 lb‐in

Approximate weight of winch (W) 10,550.00 lbs

4.71 LT

Number of bolts (N) 12.00 ‐ Coefficient of friction (α)

0.50 ‐

Gravitational acceleration constant (g) 32.20 ft/s2

Diameter of the bolt (D) 1.50 in Cross sectional area of the bolt (Abolt) 1.50 in2

Force Normal to Shaft Axis (Px) 127,840.00 lbs Force Parallel to Shaft Axis (Py) 0.00 lbs

Weight group

Bolts included

No.of bolts

Weight fraction

Per bolt

1 B1 & B4 2 0.15 0.08 2 B2 & B5 2 0.20 0.10 3 B3 & B6 2 0.10 0.05 4 B7,B9, & B11 3 0.45 0.15 5 B8, B10, & B12 3 0.10 0.03

Bolt No. xi (in) yi (in) Ixi (in

4) Iyi (in

4) Rxi (lbs) Ryi (lbs) Rsi(lbs) Ri (lbs) Fxi (lbs) Fyi (lbs) Fi (lbs)

1 32.5 44.4 1,584.4 2,953.7 23,601.2 0.0 791.3 22,810.0 10,647.0 ‐6.3 10,647.0 2 0.0 44.4 0.0 2,953.7 0.0 0.0 1,055.0 ‐1,055.0 10,647.0 ‐6.3 10,647.0 3 ‐32.5 44.4 1,584.4 2,953.7 ‐23,601.2 0.0 527.5 ‐24,128.7 10,647.0 ‐6.3 10,647.0 4 32.5 28.4 1,584.4 1,207.7 23,601.2 0.0 791.3 22,810.0 10,647.0 ‐6.3 10,647.0 5 0.0 28.4 0.0 1,207.7 0.0 0.0 1,055.0 ‐1,055.0 10,647.0 ‐6.3 10,647.0 6 ‐32.5 28.4 1,584.4 1,207.7 ‐23,601.2 0.0 527.5 ‐24,128.7 10,647.0 ‐6.3 10,647.0 7 32.5 14.0 1,584.4 294.0 23,601.2 0.0 1,582.5 22,018.7 10,647.0 ‐6.3 10,647.0 8 ‐32.5 14.0 1,584.4 294.0 ‐23,601.2 0.0 351.7 ‐23,952.9 10,647.0 ‐6.3 10,647.0 9 32.5 4.0 1,584.4 24.0 23,601.2 0.0 1,582.5 22,018.7 10,647.0 ‐6.3 10,647.0 10 ‐32.5 4.0 1,584.4 24.0 ‐23,601.2 0.0 351.7 ‐23,952.9 10,647.0 ‐6.3 10,647.0 11 32.5 ‐6.0 1,584.4 54.0 23,601.2 0.0 1,582.5 22,018.7 10,647.0 ‐6.3 10,647.0 12 ‐32.5 ‐6.0 1,584.4 54.0 ‐23,601.2 0.0 351.7 ‐23,952.9 10,647.0 ‐6.3 10,647.0

TOTAL 15,843.75 13,228.27 0.00 0.00 10,550.00 ‐10,550.00

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

REV 0

DWG.NO: 850-B330-03 2 of 40

Above Deck Analysis (Spud Winch)

Wire breaking strength (BS) 159,800.00 lbs Design Load (DL) 127,840.00 lbs

Height of the winch drum (H) 60.00 in Moment (M) 7,670,400.00 lb‐in Approximate weight of winch (W) 10,550.00 lbs YS (σY) 34,000.00 psi

Transverse Foundation Members RA (aft‐outboard) 64,753.20 lbs RB (aft‐inboard) 57,746.80 lbs RC (fwd ‐ outboard) ‐64,753.20 lbs RD (fwd ‐ inboard) ‐57,746.80 lbs

Bending Max BM 410,484.00 lb‐in SMreq 12.07 in3

SMprovided ‐ Web 8" x 3/4" + Flange 10" x 1.5" with Attached Plating of 12" width and 1" thick

89.54 in3

Calculated bending stress 4,584.52 psi Allowable bending stress 34,000.00 psi

Shear web height 8.00 in web thickness 0.63 in Area of web 5.00 in2 Maximum shear force 40,253.20 lbs Calculated shear stress 8,050.64 psi Allowable shear stress 20,400.00 psi

Fillet weld size 0.3125 in Length of the weld 44.375 in Area of throat cross section 9.81 in Permissible shear force carried by a fillet weld on one side 200,034 lb Permissible shear force by a fillet weld (both sides of the member) 400,068 lb Calculated shear force 40,253.20 lb

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 3 of 40

Longitudinal Founda on Members (Inboard) R2 (aft‐inboard) = ‐R3 51,431.61 lbs R4 (fwd ‐ inboard) = ‐R4 ‐50,376.61 lbs

Bending Max BM 780,837.31 lb‐in SMreq 22.97 in3 SMprovided ‐ Web 8" x 3/4" + Flange 10" x 1.5" with Attached Plating of 12" width and 1" thick 89.54 in3

Calculated bending stress 8,720.83 psi Allowable bending stress 34,000.00 psi

Shear Area of web 5.00 in2 Maximum shear force 50,376.61 lb Calculated shear stress 10,075.32 psi Allowable shear stress 20,400.00 psi

Fillet weld size 0.3125 in Length of the weld 72 in Area of throat cross section 15.91 in Permissible shear force carried by a fillet weld on one side 324,562 lb Permissible shear force by a fillet weld (both sides of the member) 649,124 lb Calculated shear force 50,376.61 lb

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 4 of 40

Below Deck Analysis (Spud Winch)

YS (σY) 34,000.00 psi

AFT Transverse Member R1 (aft‐outboard) 64,753.00 lbs R2 (aft‐inboard) 64,753.00 lbs Rside (aft‐outboard) 111,097.24 lbs Rbulk (aft‐inboard) 18,408.76 lbs

Bending Max BM 2,187,839.07 lb‐in SMreq 64.35 in3

SMprovided at 22"x4x3/8" (15x4x3/8" FP, including bracket of 7" Depth and 1/2" thick) and 1" thick,3 ft wide attached plate

89.09 in3

Calculated bending stress 24,558.73 psi Allowable bending stress 34,000.00 psi

Shear web height 15.00 in web thickness 0.38 in Area of web 5.63 in2 Maximum shear force 111,097.24 lb Calculated shear stress 19,750.62 psi Allowable shear stress 20,400.00 psi

Fillet weld size 0.25 in Length of the weld 48 in Area of throat cross section 8.49 in Permissible shear force by a fillet weld on one side 173,100 lb Permissible shear force by a fillet weld (both sides of the member) 346,199 lb Calculated shear force 111,097.24 lb

Note: The approach is conservative as the calculatiosn are based on vendor supplie axial force of 24,500 lbs.

The only exception is the force applied at the location of bolt 2, which was taken as the calculated value of 1,055 lb, as this bolt location is neither in tension nor compression.

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 5 of 40

Side Shell Transverse Member R1 (aft‐outboard) 111,097.24 lbs Moment 2,187,839.07 lb.in Rdeck 19,991.22 lbs Rbottom 19,991.22 lbs

Bending Max BM 2,187,839.07 lb‐in SMreq 64.35 in3

SMprovided (15x4x3/4" FP with 2 ft. wide and 0.375" thick attached plate)

76.49 in3

Calculated bending stress 28,601.82 psi Allowable bending stress 34,000.00 psi

Shear web height 15.00 in web thickness 0.38 in Area of web 5.63 in2 Maximum shear force 19,991.22 lb Calculated shear stress 3,553.99 psi Allowable shear stress 20,400.00 psi

Fillet weld size 0.25 in Length of the weld 33 in Area of throat cross section 5.83 in Permissible shear force by a fillet weld on one side 119,006 lb Permissible shear force by a fillet weld (both sides of the member) 238,012 lb Calculated shear force 19,991.22 lb

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 6 of 40

Side Shell Transverse Member 15"x4"x3/4" + AP 24"X 3/8"

Buckling check Ref : SVR Barges/Pt 5‐1‐1/15.3 Permissible Load k 7.83 n 0.345 l (unsupported span) 6.08 ft r (least radius of gyration) 4.421 in A (area of the structural member) 22.688 in2 Wa 166.89 LTf Wa 373,824.08 lbs

Calculated load on the Side Shell Transverse from the below Deck Transverse analysis 111,097.24 lbs PASS

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 7 of 40

Local Stress Calculation in the Foundation Flange Due to Loads from the Bolts

Bolt Diameter (D) 1.50 in Tensile Axial Strength/Proof Load Provided for SAE Grade 8 (Diameter 1.5 in bolts) (σTFF,prov.)

120,000.00 lb/in2

Tension Maximum Tensile Axial Force 24,500.00 lbs Tensile stress area of the bolt on foundation flange (ATFF) 1.49 in2

Tensile Axial Stress due to load from bolts in the foundation flange (σTFF,calc.) 16,422.63 lb/in2

Safety Factor (SF) 7.31 ‐

Shear in bolt Max. Shear Force from the bolts on the mounting foundation flange to be supplied (S.F.BFF) 14,250.00 lbs Shear Area of the bolt on foundation flange (S.A.BFF) 1.77 in2

Shear Stress (τBFF) 8,063.85 lb/in2 Safety Factor (SF) 14.88 ‐

Shear in foundation flange plate Yield Stress 34,000.00 psi Allowable shear stress 20,400.00 psi Maximum Tensile Axial Force 24,500.00 lbs Bolt head diameter 2.25 in Flange plate thickness 0.625 in Shear area of foundation flange plate 4.42 in2

Shear Stress 5,545.67 psi Safety Factor (SF) 3.68 ‐

Note: The maximum load applied per bolt for the spud winch foundation flange is 24,500 lbs & the maximum load applied per bolt for the bow winch foundation flange is 12775.16 lbs. The flange bending analysis is verified through FEA model of the bolting flange, subjected to the applied bolt loads. See Appendix‐1 & Appendix‐2

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 8 of 40

Above Deck Analysis (Bow Winch)

BOW MANUAL WINCH FOUNDATION CALCULATIONS

PACIFIC MARINE 50HL

Winch Dog Holding capacity (DHC) 65.00 US Tons Design load (DL) 81.25 US Tons

162,500.00 lbs Height of the winch drum (H) 25.00 in Moment (M = DL*H) 4,062,500.00 lb‐in Weight of the winch (W) 1,175.00 lbs Span of transverse foundation member (B) 19.25 in Span of longitudinal foundation member (L) 26.50 in Total Force acting at the center due to moment (F = M/L) 153,301.89 lbs Weight distribution on foot prints (W/4) 293.75 lbs Yield Stress (σY) 34,000.00 psi

Port/Stbd Longitudinal Foundation Member Reaction force RA 76,944.00 lb Reaction force RB 76,944.00 lb

Bending Max BM 1,015,625.00 lb‐in SMreq 29.87 in3

SMProvided Foundation FP 8 x 6 x 0.75 " + 8.3325 width with 1" 42.47 in3 Calculated bending stress 23,916.75 psi Allowable bending stress 34,000.00 psi

Shear Web height 8.00 in Web thickness 0.688 in Area of web 5.50 in2 Maximum shear force 76,944.00 lb Calculated shear stress 13,989.82 psi Allowable shear stress 20,400.00 psi

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 9 of 40

Below Deck Analysis (Bow Winch)

Fwd Transverse Member Reaction force RC 68,448.00 lb Reaction force RD 8,495.00 lb Bending Max BM 918,305.00 lb‐in YS (σY) 34,000.00 psi SMreq 27.01 in3

SMProvided Foundation FP 15 x 4 x 0.375 " + 39.6 width with 1" 45.51 in3 Calculated bending stress 20,180.31 psi

Shear Web height 15.00 in Web thickness 0.38 in Area of web 5.63 in2 Maximum shear force 68,326.27 lb Calculated shear stress 12,146.89 psi Allowable shear stress 20,400.00 psi

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 10 of 40

Aft Transverse Member Reaction force RE 33,855.00 lb Reaction force RF 43,088.64 lb

Bending Max BM 455,016.04 lb‐in Allowable bending stress 34,000.00 psi SMreq 13.38 in3

SMProvided Foundation L 6 x 6 x 0.5 " + 7.92 width with 0.5" 19.42 in3 Calculated bending stress 23,433.90 psi

Shear Web height 6.00 in Web thickness 0.50 in Area of web 3.00 in2 Maximum shear force 43,088.64 lb Calculated shear stress 14,362.88 psi Allowable shear stress 20,400.00 psi

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 11 of 40

Port and Starboard Longitudinal Member

Reaction force Rg 12,460.52 lb Reaction force Rh 21394.48 lb Bending Max BM 566,953.73 lb‐in Allowable bending stress 34,000.00 psi SMreq 16.68 in3

SMProvided Foundation FP 6 x 6 x 0.5 " + 23.76 width with 1" 20.55 in3 Calculated bending stress 27,587.65 psi

Shear Web height 6.00 in Web thickness 0.50 in Area of web 3.00 in2 Maximum shear force 21,394.48 lb Calculated shear stress 7,131.49 psi Allowable shear stress 20,400.00 psi

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 12 of 40

Hull 850 Appendix-1 2989 CELRB MCCAULEY CRANE BARGE

Analyzed with SOLIDWORKS Simulation Simulation of 1208 Winch Foundation

1208 Spud Winch Above Deck Foundation

Date: Wednesday, April 17, 2019 Designer: TAI Study name: Spud Winch Foundation Analysis type: Static

Table of Contents Description

Assumptions

Model Information

Study Properties

Units

Material Properties

Loads and Fixtures

Contact Information

Mesh information

Sensor Details

Resultant Forces

Study Results

Conclusion

Description TAI performed structural analysis on the Spud winch above deck foundation structure for the USACE FLOATING CRANE BARGE (160’ x 60’ x 12’). This report documents design and analysis of the Spud Winch foundation. A linear static analysis was performed using the finite element model.

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 13 of 40

Assumptions Loads have been assumed based on vendor furnished information for the Spud Winch. Fixed boundary condition on bottom of the foundation.

Model Information

Model name: 1208 Winch Foundation

Current Configuration: Default

Solid Bodies

Document Name and Reference

Treated As Volumetric Properties Document Path/Date

Modified

Split Line5

Solid Body

Mass:1563.82 lb Volume:5514.2 in^3

Density:0.283599 lb/in^3 Weight:1562.76 lbf

V:\TAI 1208 160FT USACE

MCCAULEY CRANE BARGE

REPLACEMENT\MODELING\

Solidworks\1208 Winch Foundation.SLDPRT Apr 16 14:50:40 2019

04/17/19

DWG.NO: 850-B330-03 14 of 40

Study Properties Study name Spud Winch Foundation

Analysis type Static

Mesh type Solid Mesh

Thermal Effect: On

Thermal option Include temperature loads

Zero strain temperature 77 Fahrenheit

Include fluid pressure effects from SOLIDWORKS Flow Simulation

Off

Solver type FFEPlus

Inplane Effect: Off

Soft Spring: Off

Inertial Relief: Off

Incompatible bonding options Automatic

Large displacement Off

Compute free body forces On

Friction Off

Use Adaptive Method: Off

Result folder SOLIDWORKS document (V:\TAI 1208 160FT USACE

REPLACEMENT\MODELING\Solidworks)

Units Unit system: English (IPS)

Length/Displacement in

Temperature Fahrenheit

Angular velocity Hertz

Pressure/Stress ksi

04/17/19

DWG.NO: 850-B330-03 15 of 40

Material Properties

Model Reference Properties Components

Name: ASTM A36 Steel Model type: Linear Elastic Isotropic

Default failure criterion:

Max von Mises Stress

Yield strength: 250 N/mm^2 Tensile strength: 400 N/mm^2 Elastic modulus: 200000 N/mm^2

Poisson's ratio: 0.26 Mass density: 7850 g/cm^3

Shear modulus: 79300 N/mm^2

SolidBody 25(Split Line5)(1208 Winch Foundation)

Curve Data:N/A

04/17/19

DWG.NO: 850-B330-03 16 of 40

Loads and Fixtures

Fixture name Fixture Image Fixture Details

Fixed-1

Entities: 1 face(s) Type: Fixed Geometry

Resultant Forces Components X Y Z Resultant

Reaction force(lbf) -0.539433 -0.951009 -0.0933797 1.09733

Reaction Moment(lbf.in) 0 0 0 0

Load name Load Image Load Details

Force-1

Entities: 5 face(s) Type: Apply normal force

Value: -24500 lbf

Force-2

Entities: 5 face(s)

Value: 24500 lbf

04/17/19

DWG.NO: 850-B330-03 17 of 40

Contact Information

Contact Contact Image Contact Properties

Global Contact

Type: Bonded Components: 1 component(s)

Options: Compatible mesh

04/17/19

DWG.NO: 850-B330-03 18 of 40

Mesh information Mesh type Solid Mesh

Mesher Used: Curvature-based mesh

Jacobian points 4 Points

Maximum element size 1 in

Minimum element size 1 in

Mesh Quality High

Mesh information - Details

Total Nodes 115971

Total Elements 65087

Maximum Aspect Ratio 5.6869

% of elements with Aspect Ratio < 3 99

% of elements with Aspect Ratio > 10 0

% of distorted elements(Jacobian) 0

Time to complete mesh(hh;mm;ss): 00:00:16

Computer name: TECH35

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 19 of 40

Sensor Details No Data

04/17/19

DWG.NO: 850-B330-03 20 of 40

Reaction forces

Selection set Units Sum X Sum Y Sum Z Resultant

Entire Model lbf -0.539433 -0.951009 -0.0933797 1.09733

Reaction Moments

Selection set Units Sum X Sum Y Sum Z Resultant

Entire Model lbf.in 0 0 0 0

04/17/19

DWG.NO: 850-B330-03 21 of 40

Study Results

Name Type Min Max

Stress1 VON: von Mises Stress 8.75971e-005 ksi Node: 42

29.6956 ksi Node: 19190

1208 Winch Foundation-Static 2-Stress-Stress1

04/17/19

DWG.NO: 850-B330-03 22 of 40

Displacement1 URES: Resultant Displacement 0 in Node: 124

0.0201689 in Node: 26

1208 Winch Foundation-Static 2-Displacement-Displacement1

04/17/19

DWG.NO: 850-B330-03 23 of 40

Strain1 ESTRN: Equivalent Strain 4.39837e-009 Element: 41377

0.000586009 Element: 26445

1208 Winch Foundation-Static 2-Strain-Strain1

04/17/19

DWG.NO: 850-B330-03 24 of 40

Stress2 TXY: Shear in Y Dir. on YZ Plane -3.54821 ksi Node: 39993

8.29879 ksi Node: 31072

1208 Winch Foundation-Static 2-Stress-Stress2

04/17/19

DWG.NO: 850-B330-03 25 of 40

Stress3 TXZ: Shear in Z Dir. on YZ Plane -10.5567 ksi Node: 19207

10.6503 ksi Node: 19208

1208 Winch Foundation-Static 2-Stress-Stress3

04/17/19

DWG.NO: 850-B330-03 26 of 40

Stress4 TYZ: Shear in Z Dir. on XZ Plane

-8.66612 ksi Node: 8344

6.43149 ksi Node: 38844

1208 Winch Foundation-Static 2-Stress-Stress4

Conclusion Von-Mises stresses for Spud Winch Foundation was 29.7 ksi, less than 30.6 ksi, which is acceptable for Grade A material. The stresses in all the analyzed conditions are found to be within the ABS allowable stress limits.

Note:

Allowable Von-Mises stress limit – 30.6 ksi for ABS Grade A steel based on mesh size used.

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 27 of 40

Hull 850 Appendix-2 2989 CELRB MCCAULEY CRANE BARGE

Analyzed with SOLIDWORKS Simulation Simulation of 1208 Bow Winch Foundation

1208 Bow Winch Above Deck Foundation

Date: Wednesday, April 17, 2019 Designer: TAI Study name: Bow Winch Foundation Analysis type: Static

Table of Contents Description

Assumptions

Model Information

Study Properties

Units

Material Properties

Loads and Fixtures

Mesh information

Sensor Details

Resultant Forces

Study Results

Conclusion

Description TAI performed structural analysis on the Bow winch above deck foundation structure for the USACE FLOATING CRANE BARGE (160’ x 60’ x 12’). This report documents design and analysis of the Bow Winch foundation. A linear static analysis was performed using the finite element model.

04/17/19

DWG.NO: 850-B330-03 28 of 40

Assumptions Loads have been assumed based on the breaking strength of the wire rope for the Bow Winch. Fixed boundary condition on bottom of the foundation.

Model Information

Model name: 1208 Bow Winch Foundation

Current Configuration: Default

Solid Bodies

Document Name and Reference

Treated As Volumetric Properties Document Path/Date

Modified

Boss-Extrude3

Solid Body

Mass:395.237 lb Volume:1393.65 in^3

Density:0.283599 lb/in^3 Weight:394.969 lbf

V:\TAI 1208 160FT USACE

REPLACEMENT\MODELING\

Solidworks\1208 Bow Winch

Foundation.SLDPRT Apr 17 11:52:52 2019

04/17/19

DWG.NO: 850-B330-03 29 of 40

Study Properties Study name Bow Winch Foundation

Analysis type Static

Mesh type Solid Mesh

Thermal Effect: On

Thermal option Include temperature loads

Zero strain temperature 77 Fahrenheit

Include fluid pressure effects from SOLIDWORKS Flow Simulation

Off

Solver type FFEPlus

Inplane Effect: Off

Soft Spring: Off

Inertial Relief: Off

Incompatible bonding options Automatic

Large displacement Off

Compute free body forces On

Friction Off

Use Adaptive Method: Off

Result folder SOLIDWORKS document (c:\users\tech35\appdata\local\temp)

Units Unit system: English (IPS)

Length/Displacement in

Temperature Fahrenheit

Angular velocity Hertz

Pressure/Stress ksi

04/17/19

DWG.NO: 850-B330-03 30 of 40

Material Properties

Model Reference Properties Components

Name: ASTM A36 Steel Model type: Linear Elastic Isotropic

Default failure criterion:

Max von Mises Stress

Yield strength: 250 N/mm^2 Tensile strength: 400 N/mm^2 Elastic modulus: 200000 N/mm^2

Poisson's ratio: 0.26 Mass density: 7850 g/cm^3

Shear modulus: 79300 N/mm^2

SolidBody 1(Boss- Extrude3)(1208 Bow Winch Foundation)

Curve Data:N/A

04/17/19

DWG.NO: 850-B330-03 31 of 40

Loads and Fixtures

Fixture name Fixture Image Fixture Details

Fixed-1

Entities: 1 face(s) Type: Fixed Geometry

Components X Y Z Resultant

Reaction force(lbf) 0.295284 0.0115859 -0.0177173 0.296042

Reaction Moment(lbf.in) 0 0 0 0

Load name Load Image Load Details

Force-1

Entities: 6 face(s)

Value: -12775.2 lbf

Force-2

Entities: 6 face(s)

Value: 12775.2 lbf

04/17/19

DWG.NO: 850-B330-03 32 of 40

Mesh information Mesh type Solid Mesh

Mesher Used: Curvature-based mesh

Jacobian points 4 Points

Maximum element size 0.5 in

Minimum element size 0.166665 in

Mesh Quality High

Mesh information - Details

Total Nodes 182069

Total Elements 106176

Maximum Aspect Ratio 4.1288

% of elements with Aspect Ratio < 3 99.8

% of elements with Aspect Ratio > 10 0

% of distorted elements(Jacobian) 0

Time to complete mesh(hh;mm;ss): 00:00:05

Computer name: TECH35

TAI 1208 - USACE 160'X60'X12' FLOATING CRANE

MDC PROJECT 2989 - HULL 850

04/17/19

DWG.NO: 850-B330-03 33 of 40

Sensor Details No Data

Reaction forces

Selection set Units Sum X Sum Y Sum Z Resultant

Entire Model lbf 0.295284 0.0115859 -0.0177173 0.296042

Reaction Moments

Selection set Units Sum X Sum Y Sum Z Resultant

Entire Model lbf.in 0 0 0 0

04/17/19

DWG.NO: 850-B330-03 34 of 40

Study Results

Stress1 VON: von Mises Stress 0.00489033 ksi Node: 51748

18.0313 ksi Node: 29754

1208 Bow Winch Foundation-Static 1-Stress-Stress1

04/17/19

DWG.NO: 850-B330-03 35 of 40

Displacement1 URES: Resultant Displacement 0 in Node: 1

0.00255438 in Node: 75376

1208 Bow Winch Foundation-Static 1-Displacement-Displacement1

04/17/19

DWG.NO: 850-B330-03 36 of 40

Strain1 ESTRN: Equivalent Strain 3.1583e-007 Element: 19821

0.000356716 Element: 21877

1208 Bow Winch Foundation-Static 1-Strain-Strain1

04/17/19

DWG.NO: 850-B330-03 37 of 40

Stress2 TXY: Shear in Y Dir. on YZ Plane -5.1733 ksi Node: 31418

5.20039 ksi Node: 31136

1208 Bow Winch Foundation-Static 1-Stress-Stress2

04/17/19

DWG.NO: 850-B330-03 38 of 40

Stress3 TXZ: Shear in Z Dir. on YZ Plane -7.36994 ksi Node: 29954

7.3878 ksi Node: 1954

1208 Bow Winch Foundation-Static 1-Stress-Stress3

04/17/19

DWG.NO: 850-B330-03 39 of 40

Stress4 TYZ: Shear in Z Dir. on XZ Plane -3.3014 ksi Node: 30357

3.06561 ksi Node: 78732

1208 Bow Winch Foundation-Static 1-Stress-Stress4

Conclusion Von-Mises stresses for Bow Winch Foundation was 18.0 ksi, less than 30.6 ksi, which is acceptable for Grade A material. The stresses in all the analyzed conditions are found to be within the ABS allowable stress limits.

Note:

Allowable Von-Mises stress limit – 30.6 ksi for ABS Grade A steel based on mesh size used.

04/17/19

DWG.NO: 850-B330-03 40 of 40

FWD

CRANE AND BOOM REST NOT

PART OF ABS REVIEW

See A

BS N

ew O rle ans L ette r R ef T

1865045 D ate d 1 6-M ew O rle ans L ette r R ef T

1865045 D ate d 1 6-M ew O rle ans L ette r R ef T

1865045 D ate d 1 6-M ew O rle ans L ette r R ef T

1865045 D ate d 1 6-M ew O rle ans L ette r R ef T 1819251 D ate d 1

8-J

AN