500-600_series.pdf

ABS Global Engineering 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

Request for Class Flag: United States of America

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

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.

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

Electronically published by ABS New Orleans.

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, Louisiana | USA 701 23

Task Task Task Task –––– T1819583T1819583T1819583T1819583 TAI Crane Barge � 160� Crane Barge ABS Pre-Contact Design Review prior to

Flag: Flag: Flag: Flag: United States of AmericaUnited States of AmericaUnited States of AmericaUnited States of America

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

� 2018 ABS Rules for Building and Classing Steel Barges, as amended � International Convention on Load Lines 1996, 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 Ms. Audrey Hammond at +1 504 262 5225, (ahammond@eagle.org).

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

Electronically Signed by: Joseph J. Matranga IV

Reference T1819583, dated 22-JAN-2019.

800 West Commerce Road, Suite 400 | Harahan, Louisiana | USA 701 23

Documents List

Drawing No. Rev. No. Title Status

850-B660-01 0 Bilge System Schematic Arrangements Reviewed Electronic copies of the documents, appropriately stamped are available through the ABS Eagle Construct Engineering Manager (O2E), Web portal.

Reference T1819583, dated 22-JAN-2019.

Task Task Task Task –––– T1822843T1822843T1822843T1822843 TAI Crane Barge � 160� Crane Barge ABS Pre-Contact Design Review prior to

Flag: Flag: Flag: Flag: United States of AmericaUnited States of AmericaUnited States of AmericaUnited States of America requirements of the following:

� 2018 ABS Rules for Building and Classing Steel Barges, as amended � International Convention on Load Lines 1996, 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.

Please refer to the attached list of comments associated with this review.

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 Ms. Audrey Hammond at +1 504 262 5225, (ahammond@eagle.org).

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

Electronically Signed by: Joseph J. Matranga IV

Reference T1822843, dated 23-JAN-2019.

800 West Commerce Road, Suite 400 | Harahan, Louisiana | USA 701 23

Documents List

Drawing No. Rev. No. Title Status

850-B630-01 0 Fuel Oil System Arrangements Reviewed with Comments

850-B630-02 0 Fuel Oil System Calculations Filed by ABS for Reference Only

Electronic copies of the documents, appropriately stamped are available through the ABS Eagle Construct Engineering Manager (O2E), Web portal.

Comments List

Comment No Comment Text Facilities Action

P-002 850-B630-01 - FUEL OIL SYSTEM ARRANGEMENT Technical

SBR 4-1 -2/9.7

Fuel-oil transfer pumps, fuel-oil unit pumps and other similar fuel pumps are to be fitted with remote controls so they may be stopped in the event of a fire.

These controls are to be located outside of the spaces in which the pumps are located. Please advise.

P-003 850-B630-01 - FUEL OIL SYSTEM ARRANGEMENT Technical

SBR 4-1 -2/1

Please revise and resubmit the plan indicating the system pressure and temperature.

Reference T1822843, dated 23-JAN-2019.

Task Task Task Task –––– T1855359T1855359T1855359T1855359 TAI Crane BargeTAI Crane BargeTAI Crane BargeTAI Crane Barge –––– 1111 60606060’ ’ ’ ’ Crane BargeCrane BargeCrane BargeCrane Barge ABS PreABS PreABS PreABS Pre----Contact Design Review prior to Contact Design Review prior to Contact Design Review prior to Contact Design Review prior to Request for Class Request for Class Request for Class Request for Class Flag: Flag: Flag: Flag: United States of AmericaUnited States of AmericaUnited States of AmericaUnited States of America requirements of the following:

� 2018 ABS Rules for Building and Classing Steel Barges, as amended � International Convention on Load Lines 1996, 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 Ms. Audrey Hammond at +1 504 262 5225, (ahammond@eagle.org).

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

Electronically Signed by: Joseph J. Matranga IV

Reference T1855359, dated 08-MAY-2019.

800 West Commerce Road, Suite 400 | Harahan, Louisiana | USA 701 23

Documents List

Drawing No. Rev. No. Title Status

850-B670-01 1 Vents, Sounds, Overflows and Fills Reviewed Electronic copies of the documents, appropriately stamped are available through the ABS Eagle Construct Engineering Manager (O2E), Web portal.

Reference T1855359, dated 08-MAY-2019.

Task Task Task Task –––– T1855664T1855664T1855664T1855664 TAI Crane BargeTAI Crane BargeTAI Crane BargeTAI Crane Barge –––– 1111 60606060’ ’ ’ ’ Crane BargeCrane BargeCrane BargeCrane Barge ABS PreABS PreABS PreABS Pre----Contact Design Review prior to Contact Design Review prior to Contact Design Review prior to Contact Design Review prior to Request for Class Request for Class Request for Class Request for Class Flag: Flag: Flag: Flag: United States of AmericaUnited States of AmericaUnited States of AmericaUnited States of America requirements of the following:

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

� International Convention on Load Lines 1996, 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 Ms. Audrey Hammond at +1 504 262 5225, (ahammond@eagle.org).

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

Electronically Signed by: Joseph J. Matranga IV

Reference T1855664, dated 08-MAY-2019.

800 West Commerce Road, Suite 400 | Harahan, Louisiana | USA 701 23

Documents List

Drawing No. Rev. No. Title Status

850-B630-01 1 Fuel Oil System Arrangements Reviewed

Electronic copies of the documents, appropriately stamped are available through the ABS Eagle Construct Engineering Manager (O2E), Web portal.

Reference T1855664, dated 08-MAY-2019.

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

Task – T1819252, 1819253 & 1819995 TAI Crane Barge – 160’ Crane Barge ABS Pre-Contact Design Review prior to

Attention: Mr. Krishna Karri, Technology Associates, Inc. (WCN: 426181) 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 Khue Le at 504-262-5249, (kle@eagle.org).

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

Electronically Signed by: Clayton S. Cooper

Reference T1819252, dated 23-JAN-2019.

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

Documents List

Drawing No.

Rev.

No.

Title Status

850-B399-01 0 ABS Structural

Calculations

Filed by ABS for Reference Only

850-B554-01 0 Spud Handling System Arrangements

Filed by ABS for Reference Only

850-B415-02 0 Hatches and

Manholes

Filed by ABS for Reference Only

850-B730-03 0 Navigation Lighting

Arrangements

File by ABS for Reference Only

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

Eagle Portal through Engineering Manager.

Reference T1819252, dated 23-JAN-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

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

The document shown in the attached list is reviewed in accordance with the applicable 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 T1846866, dated 17-APR-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-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.

Table of Contents

1. Purpose

2. Introduction

2.1 Vessel Specifications

3. Methodology

4. Results

5. Conclusion

6. Appendices

SPUD AND SPUDWELL SIZING CALCULATIONS REPORT 01/16/2019

TAI 1208 SPUD AND SPUDWELL SIZING CALCULATIONS

DWG. NO. 850-B550-02

1. Purpose This report provides calculations for determining the necessary design attributes for each spud, spudwell, fender (wear pad), and the associated structure, to withstand longitudinal forces corresponding to current speeds of 13 mph and transverse forces corresponding to current speeds of 5 mph as well as wind speeds of 25 mph (both cases). The following two cases were investigated:

Case 1 “Longitudinal Loading”

• Angle of attack of 5°

• Wind – 25 mph

• Current – 13 mph

Case 2 “Transverse Loading”

• Angle of attack of 90°

• Wind – 25 mph

• Current – 5 mph

Additional topics discussed herein are as follows:

• Vessel dimensions and spud characteristics

• Spud loading/force analysis and calculations

• Spud sizing calculations and SM verification

• Provided factor of safety for the spuds

• Spud structural component calculations

2. Introduction The spud loading calculations were performed according to UFC 4-159-03 (Unified Facilities Criteria, Design: Moorings [UFC]). Calculations for wind and current forces applied to the spuds were calculated according to UFC, considering a water depth of 35 ft.

2.1 Vessel Specifications

The main barge characteristics are provided in the Table 1 below.

Table 1: Vessel characteristics

Length 160 ft

Beam 60 ft

Depth 12 ft

Design Draft 6 ft

Spud Length 60 ft

Spud Cross-Section 30 x 30 in

Spud Material T1 Type A or ASTM A514 Gr. B – Up to 1-1/4”

Spud Material Y.S., σall 100 ksi

Exposed Spud Length 29 ft

SPUD AND SPUDWELL SIZING CALCULATIONS REPORT 01/16/2019

TAI 1208 SPUD AND SPUDWELL SIZING CALCULATIONS

3. Methodology The cases described in Section 1 were analyzed, and the results were used in sizing the spud and spud structural components. Figure 1 below shows the spud orientation in which the maximum longitudinal force was obtained (starboard spuds deployed) from analyzing all conditions of spuds deployed. A free body diagram has been also provided as part of Appendix 2, detailing the forces considered and their vertical location along the length of the spud.

Figure 1: Starboard spuds deployed

Both Case 1 and Case 2 were independently analyzed in order to size the spud itself. For Case 1, the spud component force results obtained at an angle of attack of 5° were used. For case 2, the spud component force results obtained at an angle of attack of 90° were used. These loads, along with the drag forces corresponding to the specific condition of interest, were used in verifying the size of the spudwell gate structure and retaining pin as well as in sizing the spud cross section itself.

The spud was sized according to a design safety factor of 2. As there is loading in both directions

(transverse and longitudinal in both Case 1 and Case 2), a bixial interaction method was used to validate the Section Modulus (SM) of the spud cross section. Contributions of stresses on both major and minor axes was considered.

4. Results Tabulated results (as a function of the angle of attack) of all loads on the spuds are presented in Appendix

1. Included in the tabulated results are the component and total force for max spud normal stress (Fx,t +

Fy,t). The total force at an angle of attack of � = 5° (Case 1) is 100,696 lbf. The component forces for

SPUD AND SPUDWELL SIZING CALCULATIONS REPORT 01/16/2019

TAI 1208 SPUD AND SPUDWELL SIZING CALCULATIONS

transverse and longitudinal directions are 75,760 lbf and 24,936 lbf, respectively. Note that the force values were taken at the expected angle of attack of 5°, however the SM considered (1,085 in3) was taken at 0°.

The bending moment was calculated by taking the product of the net force and the exposed length of the spuds for both directions (longitudinal and transverse) and subtracting the corresponding moment due to the spud drag force.

� ∗ ���������2 + !"#

�� �� = $75,760 �!()$40.17(-) − $61,506) ∗ ./0 / + 1.711 = 2,087,153 �! − (- [1]

��4� �5�4�� = ��4� �5�4��,�° ∗ ����� − �6�,�� � ∗ ���������2 + !"#

��4� �5�4�� = $24,935 �!()$40.17(-) − $5,381) ∗ .29 2 + 1.711 = 927,879 �! − (- [2]

The moments were then used in evaluating the bending stresses in each direction and applying the interaction method (Equation 3 below) to validate the SM, in accordance with AISC ASD Manual (9th

Edition).

:9 + 8;<

:;< + 8;= :;= < 1 [3]

Where (?� = @ABCDEFGHEC9A

I@ = 23,079 JKL MNO (?6 = @FP9CQRSPQS

I@ = 10,260 JKL and �?� = �?6 = T9AA

50,000 JKL. The calculated value (considering a design safety factor of 2) was 0.67, satisfying equation 3.

A similar analysis was performed for Case 2, with the corresponding values taken at 90° angle of attack.

The calculated value was 0.36, also satisfying equation 3. A complete analysis is provided in Appendix 2

– Spud Sizing Calculations Rev P2. The recommended cross section is that of a 30” x 30” x 1” square tube made of T1 (A514 Grade B Steel). The following calculations were also performed following the sizing of the spud:

• Shear Stress Analysis of the Spud Cross-Section

• Spud Buckling Analysis

• Spudwell Gate and Retaining Pin o Spudwell gate bending o Shear in cross-section of gate pin o Gate pin bearing load o Shear in padeye due to gate pin o Spud cable dead-end bearing load in padeye o Spud cable dead-end shear in padeye o Spud cable dead-end in-plane bending

SPUD AND SPUDWELL SIZING CALCULATIONS REPORT 01/16/2019

TAI 1208 SPUD AND SPUDWELL SIZING CALCULATIONS

All calculations listed above are presented in Appendix 2 – Spud Sizing Calculations. In addition to calculations based on first principles for the spud and its components, a Finite Element Analysis (FEA) investigation was also performed. The FEA reports can be found in the Appendices listed below.

5. Conclusion As seen in Appendix 2, all calculations show that the spud and its associated structure is designed sufficiently to withstand the maximum forces associated with the wind and current speeds previously mentioned.

6. Appendices Appendix 1: Spud Loading Calculations

Appendix 2: Spud Sizing Calculations

Appendix 3: Buckling Analysis of Spud

Appendix 4: Spudwell Structural FEA Analysis

Appendix 5: Lift Ring FEA Analysis

Appendix 6: Spudwell Dead-End FEA Analysis

Appendix 7: Spudwell Gate FEA Analysis

Appendix 8: Spudwell Gate Pin FEA Analysis

Appendix 9: Spudwell Sheave Support FEA Analysis

SPUD AND SPUDWELL SIZING CALCULATIONS REPORT 01/16/2019

TAI 1208 SPUD AND SPUDWELL SIZING CALCULATIONS

Spud Well Winch & Spud not part review.

for < 0.5"

See A

BS N

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

PR-2

See A

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

1855664 D ate d 0 8-M

AY-2

ew O rle ans L ette r R ef T

1855664 D ate d 0 8-M

Hull 850 2989 CELRB MCCAULEY CRANE BARGE

1 Net Positive Suction Head (NPSH)

NPSH = HS-HV ft

Suction Head-HS = (Ps/γ)+(Vs 2/2g) ft Static Head+Velocity Head

HS = 42.02 ft

Liquid Vapor Head-HV = Pv/γ ft Liquid Vapor Head

HV = 0.4151 ft

NPSH = 41.60 ft

1a Suction Head-HS

Suction Lift-HS = (Ps/γ)+(Vs 2/2g) ft

Ps = 2116.80 lb/ft2 Atmospheric pressure (14.7 psi) γ = 52.04 lb/ft3 Specific Weight of Diesel at 59 oF

Vs = 2.83 m/s

= 9.28 ft/s

Acceleration Due to Gravity-g = 32.20 ft/s2

Suction Head-HS = 42.02 ft

1b Liquid Vapor Pressure-HV

Liquid Vapor Pressure-HV = Pv/γ ft

PV = 0.15 psi (See Ref 2) Vapor Pressure of Diesel at 68oF

= 21.6 lb/ft2 γ = 52.04 lb/ft3 Specific Weight of Diesel at 59 oF

Liquid Vapor Pressure-HV = 0.4151 ft

2 Net Positive Suction Head Available (NPSHA)

NPSHA = NPSH-HF-HZ ft

NPSH = 41.60 ft

HF = 0.6524 ft Friction Losses in Suction Pipe

HZ = 7 ft Suction Lift

NPSHA = 33.95 ft

NPSHR = 15.00 ft (See Ref 1)

Approved By

TAI

Project Title:

TAI-1208 FLOATING CRANE

Proj. no:

TAI 1208

Subject:

FUEL PUMP NPSH CALCULATIONS

Ref: 1. Portable Gear Pump, 25 GPM - Goldstream Pumps -http://www.goldstreampumps.com/portable-gear-pump-25gpm.html

2. http://www.online.petro-canada.ca/datasheets/en_CA/w104.pdf

Prepared By MB

Checked By NK

Date:

01-10-19

850-B630-02 2 of 5

1 Fuel Oil System Pressure Drop Calculations:

Pump Outlet Flow = 25 gpm

= 5.68 m3/hr

Pipe Sizes Used = 1"

Outer Dia. (in) = 1.315

Thickness (in) = 0.133

Inside Dia. (in) = 1.049

Inside Dia. (m) = 0.0266

1a Pressure Drop in Pipes

Hp = f*(L/D)*(V2/2g) m Pressure drop in pipes

Hp = Head loss (m) f = Friction Factor

L = Length of Pipe (m)

D = Diameter of Pipe (m)

V = Velocity of Fluid (m/s) g = Acceleration Due to Gravity (m/s2) g DIA. (D) Hp

(m/s2) (m) (m)

0.023 9.81 0.0266 0.05

0.18 9.81 0.0266

0.023 9.81 0.0266 0.05

2.3 9.81 0.0266

0.023 9.81 0.0266 0.05

7.5 9.81 0.0266

0.023 9.81 0.0266 0.05

0.37 9.81 0.0266

0.023 9.81 0.0266 0.05

0.376 9.81 0.0266

0.023 9.81 0.0266 0.48

0.37 9.81 0.0266

0.023 9.81 0.0266 0.39

0.376 9.81 0.0266

0.023 9.81 0.0266 2.15

0.37 9.81 0.0266

0.023 9.81 0.0266 0.39

0.376 9.81 0.0266

0.023 9.81 0.0266 1.87

Proj. no:

TAI 1208

Date:

01-10-19

TAI

0.15

Check Valve 2.83 5.68

0.15 2.83 5.68

FLOW RATE (Q)

(m3/hr)

VELOCITY (V)

(m/s)

SEGMENT

LENGTH (L)

(m)

0.15

FRICT.

COEFF

(f)

Gate Valve

PUMP TO

ENGINE BUILT

FO TANKS

0.15

Flow Meter

Project Title:

TAI-1208 FLOATING CRANE

Subject:

FUEL OIL SYSTEM PRESSURE DROP CALCULATIONS

6.10

Bend 90 Deg

1.10

T-Joint (TF)

5.30

5.68

Bend 90 Deg

5.68

5.68

5.68

5.68

2.83

2.83

2.83

2.83

2.83 5.68

2.83 5.68

2.83 5.68

T-Joint (TF) 5.68

1.37

1.10

Bend 90 Deg 2.83 5.68

0.15

T-Joint (TF)

5.68

5.68

2.83

2.83

2.83

2.83

5.68

5.68

2.83 5.68

2.83

2.83

2.83

2.83

5.68

5.68

850-B630-01 3 of 5

Proj. no:

TAI 1208

Date:

01-10-19

TAI

Project Title:

TAI-1208 FLOATING CRANE

Subject:

FUEL OIL SYSTEM PRESSURE DROP CALCULATIONS

0.37 9.81 0.0266

0.023 9.81 0.0266 1.58

0.2 9.81 0.0266

0.023 9.81 0.0266 0.05

1 9.81 0.0266

0.023 9.81 0.0266 0.08

0.37 9.81 0.0266

0.023 9.81 0.0266 0.77

0.2 9.81 0.0266

0.023 9.81 0.0266 0.05

1 9.81 0.0266

0.023 9.81 0.0266 0.08

0.37 9.81 0.0266

0.023 9.81 0.0266 0.77

0.2 9.81 0.0266

0.023 9.81 0.0266 0.05

1 9.81 0.0266

0.023 9.81 0.0266 0.08

0.37 9.81 0.0266

0.023 9.81 0.0266 0.77

0.2 9.81 0.0266

0.023 9.81 0.0266 0.05

1 9.81 0.0266

9.90

Bend 90 Deg

4.50

Flex Hose

0.23

Bend 90 Deg

2.20

Gate Valve

0.15

Flex Hose

0.23

5.68

5.68

2.83

Gate Valve

0.15

Flex Hose

0.23

Bend 90 Deg

2.20

Gate Valve

0.15

5.68

5.68

5.68

5.68

5.68

2.83

2.83 5.68

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

5.68

5.68

5.68

5.68

5.68

5.68

5.68

5.68

5.68

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

Total Head Loss in Pipes

Flex Hose

5.68

5.68

5.68

5.68

5.68

Bend 90 Deg

2.20

PUMP TO

ENGINE BUILT

FO TANKS

5.68

Gate Valve

0.15

850-B630-01 4 of 5

Proj. no:

TAI 1208

Date:

01-10-19

TAI

Project Title:

TAI-1208 FLOATING CRANE

Subject:

FUEL OIL SYSTEM PRESSURE DROP CALCULATIONS

1b Pressure Drop in Fittings

Hf = kv2/2g k = Friction Factor g Hf

(m/s2) (m)

9.81 0.07

9.81 0.94

9.81 3.06

9.81 0.15

9.81 0.15

9.81 0.15

9.81 0.15

9.81 0.15

9.81 0.15

9.81 0.15

9.81 0.08

9.81 0.41

9.81 0.15

9.81 0.08

9.81 0.41

9.81 0.15

9.81 0.08

9.81 0.41

9.81 0.15

9.81 0.08

9.81 0.41

7.54

1c Geostatic Height (Z)

Geostatic Height - Z = 6.7 m

Total Pressure Drop in Piping System = 24.14 m H2O

= 79.21 ft H2O

Selected Pump Discharge Head = 90 ft

2.83

Flex Hose

Flex Hose

Flow Meter

Bend 90 Deg

Bend 90 Deg

Ref: 1. Portable Gear Pump, 25 GPM - Goldstream Pumps -http://www.goldstreampumps.com/portable-gear-pump-25gpm.html Checked By NK

MBPrepared By

Approved By

Total Head Loss in Fittings

1 2.83

PUMP TO

ENGINE BUILT

FO TANKS

0.376

0.37

2.83

2.83

2.83

2.83

Gate Valve 0.18

Check Valve 2.832.3

7.5

0.37

Gate Valve

SEGMENT DESCRIPTION

VELOCITY

(m/s)

T-Joint (TF)

Bend 90 Deg

T-Joint (TF)

Bend 90 Deg

T-Joint (TF)

Bend 90 Deg

RESISTANCE COEFF

(K)

0.37

0.2

0.37

0.2

0.37

0.2

Flex Hose

Bend 90 Deg

Gate Valve

0.376

0.37

0.376

0.37

0.2

Gate Valve

Flex Hose

Bend 90 Deg

Gate Valve

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

2.83

850-B630-01 5 of 5

10/30/2018 Portable Gear Pump, 25gpm http://www.goldstreampumps.com/portable-gear-pump-25gpm.html 1/2

Home Portable Gear Pump, 25gpm

- 1 + ADD TO CART

Availability: In stock

For Medium to Light Oils, Diesel, Vegetable Oil

Product code : GSM25

0 Review(s) | Add Your Review

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Product Description Tags Reviews Add Review

Powerful, Fast and PortablePowerful, Fast and Portable This pump package is the ideal pump for portable oil transfer. Close Coupled to a power 3/4hp 3450rpm Baldor Motor will easily tranfer lighter oils such as vegetable oil or diesel fuel (<50cSt)

Additional Specs:

*Dimensions: 17" long x 11" wide x 7" tall (43 cm x 28 cm x 18 cm)

*Weight: 45lbs

*Self Priming

*Suction Height: 15ft

*Push Lift Height: 90ft

*Reversible - Rewire or add a switch to allow dual directional flow!

*Viton Seals

*B100 compatible

*Temperature Rating of 400*F

*Duty Cycle: Continuous

*Priming: Self priming

*25gpm(95 liters/min): 1" threaded ports, 1.25" hose barbs

*Not for Motor Oil. Find a Motor Oil Pump here.

*Pump needs oil to lubricate the gears. Will not work with water.

Motor Specs

*Commercial Duty Power Switch With 2.5 Foot Power Cord

*Thermal Overload Protection

*Output: 3/4 HP

*Speed: 3450 RPM

*Volts: 120 or 220 (comes prewired for 120)

*Amps: 8.7 @ 120 volts, 4.4 @ 220 volts

Portable Gear Pump, 25gpmPortable Gear Pump, 25gpm http://www.goldstreampumps.com/ http://www.wvodesigns.com/shop/wvo-pumps/portable-12gpm-goldstream-hd-oil-transfer-pump.html http://www.goldstreampumps.com/catalog/product_compare/add/product/1/uenc/aHR0cDovL3d3dy5nb2xkc3RyZWFtcHVtcHMuY29tL3BvcnRhYmxlLWdlYXItcHVtcC0yNWdwbS5odG1s/form_key/k3fn3TQYOFn4o0UZ/

TECH07

Text Box

APPENDIX-A

10/30/2018 Portable Gear Pump, 25gpm http://www.goldstreampumps.com/portable-gear-pump-25gpm.html 2/2

*Hertz: 60

*Shaft Size: 14 mm

*Shaft Woodruff Key: 5 mm width x 5 mm deep x 16 mm length

*Motor Base Mount: 4.5" Long x 6.56" Wide

Pumphead Specs

*Bolt Pattern: 7 mm holes on a 85 mm circle

*Shaft Size: 14 mm keyed shaft

*Shaft Woodruff Key: 5 mm width x 5 mm deep x 12 mm length

*Viton Seals

*Self Priming

*Cast Iron

*1" NPT Ports

*Stainless Steel 1.25" Hose Barbs Included (fits 1.25" hose kit)

*No Pressure Regulator

Coupling Specs

*Pump Coupling: 14 mm

*Motor Coupling: 14 mm

*Size: C

*Overall Length: 1 63/64"

*Hub Diameter: 1 23/64"

*Bore Depth: 1 3/4"

*Screw Size: 1/4"-20

*Spider Element: Buna-N 27/64" n.koyyapu@taiengineers.com

From: Mary Munoz <mary@wvodesigns.com> Sent: Friday, October 26, 2018 7:35 AM To: n.koyyapu@taiengineers.com Cc: Leon Griffin Subject: Re: TAI 1208 - 25gpm gear pump

Hi Naresh, About that, I think I've answered that yesterday that we don't have it.

Thanks Mary

On Fri, Oct 26, 2018 at 8:34 PM <n.koyyapu@taiengineers.com> wrote:

Hello Leon, I am looking for pump curves for portable gear pump 25 GPM. Would you please provide.

Thanks, Naresh

From: Mary Munoz <mary@wvodesigns.com> Sent: Friday, October 26, 2018 7:17 AM To: n.koyyapu@taiengineers.com; Leon Griffin <leon@wvodesigns.com> Subject: Re: TAI 1208 ‐ 25gpm gear pump

Hi Naresh, Copied on the email is my boss, Leon. You can send him questions and information you want to know about portable 25gpm.

Thanks

Mary

TECH07

Rectangle

SAFETY DATA SHEET

DIESEL FUEL

000003000395

Version 4.2 Revision Date 2018/09/12 Print Date 2018/09/12

Internet: www.petro-canada.ca/msds Page: 1 / 12 Petro-Canada is a Suncor Energy business. TM Trademark of Suncor Energy Inc. Used under licence.

SECTION 1. IDENTIFICATION

Product name : DIESEL FUEL

Synonyms : Seasonal Diesel, #1 Diesel, #2 Heating Oil, #1 Heating Oil, D50, Arctic Diesel, Farm Diesel, Marine Diesel, Low Sulphur Diesel, LSD, Ultra Low Sulphur Diesel, ULSD, Mining Diesel, Naval Distillate, Dyed Diesel, Marked Diesel, Coloured Die-sel, Furnace special, Biodiesel blend, B1, B2, B5, Diesel Low Cloud (LC), Marine Gas Oil, Marine Gas Oil Dyed.

Product code : 102907, 102762, 102763, 102755, 102302, 102744, 101801, 100678, 100677, 101802, 100107, 100668, 100658, 100911, 100663, 100652, 100460, 100065, 101796, 101793, 101795, 101792, 101794, 101791, 100768, 100643, 100642, 100103, 101798, 101800, 101797, 101788, 101789, 101787, 102531, 100734, 100733, 100640, 100997, 100995, 100732, 100731, 100994

Manufacturer or supplier's details Petro-Canada P.O. Box 2844, 150 - 6th Avenue South-West

Calgary Alberta T2P 3E3 Canada

Emergency telephone num-ber

Suncor Energy: +1 403-296-3000;

Canutec Transportation: 1-888-226-8832 (toll-free) or 613- 996-6666;

Poison Control Centre: Consult local telephone directory for emergency number(s).

Recommended use of the chemical and restrictions on use

Recommended use

: Diesel fuels are distillate fuels suitable for use in high and medium speed internal combustion engines of the compres-sion ignition type. Mining diesels, marine diesels, MDO and naval distillates may have a higher flash point requirement.

Prepared by : Product Safety: +1 905-804-4752

SECTION 2. HAZARDS IDENTIFICATION

Emergency Overview

Appearance

Bright oily liquid.

Colour

Clear to yellow (This product may be dyed red for taxation pur-poses)

Odour

Mild petroleum oil like.

GHS Classification

Text Box

APPENDIX-B

Internet: www.petro-canada.ca/msds Page: 2 / 12

Flammable liquids

: Category 3

Acute toxicity (Inhalation)

: Category 4

Skin irritation

: Category 2

Carcinogenicity

: Category 2

Specific target organ toxicity

- single exposure

: Category 3 (Central nervous system)

Specific target organ toxicity

- repeated exposure

: Category 2 (Liver, thymus, Bone)

Aspiration hazard

: Category 1

GHS label elements

Hazard pictograms

Signal word

: Danger

Hazard statements

: Flammable liquid and vapour.

May be fatal if swallowed and enters airways.

Causes skin irritation.

Harmful if inhaled.

May cause drowsiness or dizziness.

Suspected of causing cancer.

May cause damage to organs (Liver, thymus, Bone) through prolonged or repeated exposure.

Precautionary statements

: Prevention:

Obtain special instructions before use.

Do not handle until all safety precautions have been read and understood.

Keep away from heat, hot surfaces, sparks, open flames and other ignition sources. No smoking.

Keep container tightly closed.

Ground and bond container and receiving equipment.

Use explosion-proof electrical/ ventilating/ lighting equipment.

Use non-sparking tools.

Take action to prevent static discharges.

Do not breathe dust/ fume/ gas/ mist/ vapours/ spray.

Wash skin thoroughly after handling.

Use only outdoors or in a well-ventilated area.

Wear protective gloves/ protective clothing/ eye protection/ face protection.

Response:

IF SWALLOWED: Immediately call a POISON CENTER/doctor.

IF ON SKIN (or hair): Take off immediately all contaminated clothing. Rinse skin with water.

IF INHALED: Remove person to fresh air and keep comfortable for breathing. Call a POISON CENTER/doctor if you feel unwell.

Internet: www.petro-canada.ca/msds Page: 3 / 12

IF exposed or concerned: Get medical advice/ attention.

Do NOT induce vomiting.

If skin irritation occurs: Get medical advice/ attention.

Take off contaminated clothing and wash it before reuse.

In case of fire: Use dry sand, dry chemical or alcohol-resistant foam to extinguish.

Storage:

Store in a well-ventilated place. Keep container tightly closed.

Store in a well-ventilated place. Keep cool.

Store locked up.

Disposal:

Dispose of contents/ container to an approved waste disposal plant.

Potential Health Effects

Primary Routes of Entry

: Eye contact Ingestion Inhalation Skin contact Skin Absorption

Target Organs

: Skin Eyes Respiratory Tract

Inhalation

: May cause respiratory tract irritation.

Inhalation may cause central nervous system effects.

Symptoms and signs include headache, dizziness, fatigue, muscular weakness, drowsiness and in extreme cases, loss of consciousness.

Skin

: Causes skin irritation.

Eyes

: Causes eye irritation.

Ingestion

: Ingestion may cause gastrointestinal irritation, nausea, vomit-ing and diarrhoea.

Aspiration hazard if swallowed - can enter lungs and cause damage.

Aggravated Medical Condi-tion

: None known.

Other hazards

None known.

IARC

No component of this product present at levels greater than or equal to 0.1% is identified as probable, possible or confirmed human carcinogen by IARC.

ACGIH

Confirmed animal carcinogen with unknown relevance to hu-mans

Fuel Oil No. 1 8008-20-6

Internet: www.petro-canada.ca/msds Page: 4 / 12

SECTION 3. COMPOSITION/INFORMATION ON INGREDIENTS

Substance / Mixture

: Mixture

Hazardous components

Chemical name

CAS-No. Concentration fuels, diesel 68334-30-5 70 - 100 % kerosine (petroleum) 8008-20-6 kerosine (petroleum), hydrodesulfurized 64742-81-0 Alkanes, C10-20-branched and linear 928771-01-1 0 - 25 % Soybean oil, Methyl ester 67784-80-9 0 - 5 % Rape oil, Methyl ester 73891-99-3 Fatty acids, tallow, Methyl esters 61788-61-2

SECTION 4. FIRST AID MEASURES

If inhaled

: Move to fresh air.

Artificial respiration and/or oxygen may be necessary.

Seek medical advice.

In case of skin contact

: In case of contact, immediately flush skin with plenty of water for at least 15 minutes while removing contaminated clothing and shoes.

Wash skin thoroughly with soap and water or use recognized skin cleanser.

Wash clothing before reuse.

In case of eye contact

: Remove contact lenses.

Rinse immediately with plenty of water, also under the eyelids, for at least 15 minutes.

Obtain medical attention.

If swallowed

: Rinse mouth with water.

DO NOT induce vomiting unless directed to do so by a physi-cian or poison control center.

Never give anything by mouth to an unconscious person.

Most important symptoms and effects, both acute and delayed

: None known.

Protection of first-aiders

: First Aid responders should pay attention to self-protection and use the recommended protective clothing It may be dangerous to the person providing aid to give mouth-to-mouth resuscitation.

Internet: www.petro-canada.ca/msds Page: 5 / 12

SECTION 5. FIREFIGHTING MEASURES

Suitable extinguishing media

: Dry chemical Carbon dioxide (CO2) Water fog.

Foam

Unsuitable extinguishing media

: Do NOT use water jet.

Specific hazards during fire-fighting

: Cool closed containers exposed to fire with water spray.

Hazardous combustion prod-ucts

: Carbon oxides (CO, CO2), nitrogen oxides (NOx), sulphur oxides (SOx), sulphur compounds (H2S), smoke and irritating vapours as products of incomplete combustion.

Further information : Prevent fire extinguishing water from contaminating surface water or the ground water system.

Special protective equipment for firefighters

: Wear self-contained breathing apparatus for firefighting if nec-essary.

SECTION 6. ACCIDENTAL RELEASE MEASURES

Personal precautions, protec-tive equipment and emer-gency procedures

: Use personal protective equipment.

Ensure adequate ventilation.

Evacuate personnel to safe areas.

Material can create slippery conditions.

Environmental precautions

: If the product contaminates rivers and lakes or drains inform respective authorities.

Methods and materials for containment and cleaning up

: Prevent further leakage or spillage if safe to do so.

Remove all sources of ignition.

Soak up with inert absorbent material.

Non-sparking tools should be used.

Ensure adequate ventilation.

Contact the proper local authorities.

SECTION 7. HANDLING AND STORAGE

Advice on safe handling

: For personal protection see section 8.

Smoking, eating and drinking should be prohibited in the ap-plication area.

Use only with adequate ventilation.

In case of insufficient ventilation, wear suitable respiratory equipment.

Avoid spark promoters. Ground/bond container and equip-ment. These alone may be insufficient to remove static elec-tricity.

Avoid contact with skin, eyes and clothing.

Do not ingest.

Internet: www.petro-canada.ca/msds Page: 6 / 12

Keep away from heat and sources of ignition.

Keep container closed when not in use.

Conditions for safe storage

: Store in original container.

Containers which are opened must be carefully resealed and kept upright to prevent leakage.

Keep in a dry, cool and well-ventilated place.

Keep in properly labelled containers.

To maintain product quality, do not store in heat or direct sun-light.

SECTION 8. EXPOSURE CONTROLS/PERSONAL PROTECTION

Components with workplace control parameters Components CAS-No. Value type

(Form of exposure)

Control parame-ters / Permissible concentration

Basis kerosine (petroleum), hy-drodesulfurized

64742-81-0 TWA 200 mg/m3 (As total hydro-carbon vapour)

ACGIH

TWA 200 mg/m3 (As total hydro-carbon vapour)

ACGIH

kerosine (petroleum) 8008-20-6 TWA 200 mg/m3 (total hydrocarbon vapor)

CA BC OEL

TWA 200 mg/m3 (total hydrocarbon vapor)

CA AB OEL

TWA 200 mg/m3 (total hydrocarbon vapor)

ACGIH

Engineering measures : Use only in well-ventilated areas.

Ensure that eyewash station and safety shower are proximal to the work-station location.

Personal protective equipment

Respiratory protection

: Use respiratory protection unless adequate local exhaust ventilation is provided or exposure assessment demonstrates that exposures are within recommended exposure guidelines.

Respirator selection must be based on known or anticipated exposure levels, the hazards of the product and the safe working limits of the selected respirator.

Filter type

: organic vapour cartridge or canister may be permissible un-der certain circumstances where airborne concentrations are expected to exceed exposure limits. Protection provided by air-purifying respirators is limited. Use a positive-pressure, air-supplied respirator if there is any potential for uncontrolled release, exposure levels are unknown, or any other circum-stances where air-purifying respirators may not provide ade-quate protection.

Internet: www.petro-canada.ca/msds Page: 7 / 12

Hand protection Material : neoprene, nitrile, polyvinyl alcohol (PVA), Viton(R). Consult your PPE provider for breakthrough times and the specific glove that is best for you based on your use patterns. It should be realized that eventually any material regardless of their imperviousness, will get permeated by chemicals.

Therefore, protective gloves should be regularly checked for wear and tear. At the first signs of hardening and cracks, they should be changed.

Remarks

: Chemical-resistant, impervious gloves complying with an approved standard should be worn at all times when handling chemical products if a risk assessment indicates this is nec-essary.

Eye protection

: Wear face-shield and protective suit for abnormal processing problems.

Skin and body protection

: Choose body protection in relation to its type, to the concen-tration and amount of dangerous substances, and to the spe-cific work-place.

Protective measures

: Wash contaminated clothing before re-use.

Hygiene measures

: Remove and wash contaminated clothing and gloves, includ-ing the inside, before re-use.

Wash face, hands and any exposed skin thoroughly after handling.

SECTION 9. PHYSICAL AND CHEMICAL PROPERTIES

Appearance : Bright oily liquid.

Colour : Clear to yellow (This product may be dyed red for taxation purposes)

Odour : Mild petroleum oil like.

Odour Threshold : No data available pH : No data available

Pour point : No data available

Boiling point/boiling range : 150 - 371 °C (302 - 700 °F)

Flash point : > 40 °C (104 °F) Method: closed cup

Auto-Ignition Temperature : 225 °C (437 °F)

Evaporation rate : No data available

Flammability : Flammable in presence of open flames, sparks and heat. Va-

Internet: www.petro-canada.ca/msds Page: 8 / 12 pours are heavier than air and may travel considerable dis-tance to sources of ignition and flash back. This product can accumulate static charge and ignite.

Upper explosion limit : 6 %(V)

Lower explosion limit : 0.7 %(V)

Vapour pressure : 7.5 mmHg (20 °C / 68 °F)

Relative vapour density : 4.5

Relative density : 0.8 - 0.88

Solubility(ies)

Water solubility : insoluble

Partition coefficient: n-octanol/water

: No data available

Viscosity

Viscosity, kinematic : 1.3 - 4.1 cSt (40 °C / 104 °F)

Explosive properties : Do not pressurise, cut, weld, braze, solder, drill, grind or ex-pose containers to heat or sources of ignition. Runoff to sewer may create fire or explosion hazard.

SECTION 10. STABILITY AND REACTIVITY

Possibility of hazardous reac-tions

: Hazardous polymerisation does not occur.

Stable under normal conditions.

Conditions to avoid

: Extremes of temperature and direct sunlight.

Incompatible materials

: Reactive with oxidising agents and acids.

Hazardous decomposition products

: May release COx, NOx, SOx, H2S, smoke and irritating va-pours when heated to decomposition.

SECTION 11. TOXICOLOGICAL INFORMATION

Information on likely routes of exposure Eye contact Ingestion Inhalation Skin contact Skin Absorption

Acute toxicity

Tech 08

Internet: www.petro-canada.ca/msds Page: 9 / 12

Product:

Acute oral toxicity

: Remarks: No data available

Acute inhalation toxicity

Acute dermal toxicity

: Assessment: The substance or mixture has no acute dermal toxicity Remarks: No data available

Components:

fuels, diesel:

: LD50 (Rat): 7,500 mg/kg, : LD50 (Mouse): 24,500 mg/kg, kerosine (petroleum):

: LD50 (Rat): > 5,000 mg/kg, : LC50 (Rat): > 5 mg/l Exposure time: 4 h Test atmosphere: dust/mist

: LD50 (Rabbit): > 2,000 mg/kg, kerosine (petroleum), hydrodesulfurized:

: LD50 (Rat): > 5,000 mg/kg, : LC50 (Rat): > 5.2 mg/l Exposure time: 4 hrs Test atmosphere: dust/mist

: LD50 (Rabbit): > 2,000 mg/kg, Skin corrosion/irritation

Serious eye damage/eye irritation

Remarks: No data available

Respiratory or skin sensitisation

No data available

Germ cell mutagenicity

No data available

Carcinogenicity

Internet: www.petro-canada.ca/msds Page: 10 / 12

Reproductive toxicity

No data available

STOT - single exposure

No data available

STOT - repeated exposure

No data available

SECTION 12. ECOLOGICAL INFORMATION

Ecotoxicity

Toxicity to fish

Toxicity to daphnia and other aquatic invertebrates

Toxicity to algae

Toxicity to bacteria

Persistence and degradability

Biodegradability

Bioaccumulative potential

Mobility in soil

No data available

Other adverse effects

No data available

SECTION 13. DISPOSAL CONSIDERATIONS

Disposal methods Waste from residues : The product should not be allowed to enter drains, water courses or the soil.

Offer surplus and non-recyclable solutions to a licensed dis-posal company.

Waste must be classified and labelled prior to recycling or disposal.

Send to a licensed waste management company.

Internet: www.petro-canada.ca/msds Page: 11 / 12

Dispose of as hazardous waste in compliance with local and national regulations.

Dispose of product residue in accordance with the instructions of the person responsible for waste disposal.

Contaminated packaging : Do not re-use empty containers.

SECTION 14. TRANSPORT INFORMATION

International Regulations

IATA-DGR

UN/ID No. : UN 1202 Proper shipping name : Diesel fuel Class : 3 Packing group : III Labels : Class 3 - Flammable Liquid Packing instruction (cargo aircraft)

: 366

IMDG-Code UN number : UN 1202 Proper shipping name : DIESEL FUEL

Class : 3 Packing group : III Labels : 3 EmS Code : F-E, S-E Marine pollutant : no

Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code

National Regulations

TDG

UN number : UN 1202 Proper shipping name : DIESEL FUEL

Class : 3 Packing group : III Labels : 3 ERG Code : 128 Marine pollutant : no

SECTION 15. REGULATORY INFORMATION

This product has been classified according to the hazard criteria of the Hazardous Products Reg-ulations (HPR) and the SDS contains all of the information required by the HPR.

The components of this product are reported in the following inventories:

DSL On the inventory, or in compliance with the inventory

Internet: www.petro-canada.ca/msds Page: 12 / 12

TSCA All chemical substances in this product are either listed on the TSCA Inventory or are in compliance with a TSCA Inventory exemption.

EINECS On the inventory, or in compliance with the inventory

SECTION 16. OTHER INFORMATION

For Copy of SDS : Internet: www.petro-canada.ca/msds

Canada-wide: telephone: 1-800-668-0220; fax: 1-800-837- For Product Safety Information: 1 905-804-4752

Prepared by : Product Safety: +1 905-804-4752

Revision Date

: 2018/09/12

The information provided in this Safety Data Sheet is correct to the best of our knowledge, infor-mation and belief at the date of its publication. The information given is designed only as a guid-ance for safe handling, use, processing, storage, transportation, disposal and release and is not to be considered a warranty or quality specification. The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text.

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8-M

Analyzed with SOLIDWORKS Simulation Simulation of TAI 1208 Lift Ring 1

Simulation of TAI 1208 Spud Lift Ring

Date: Thursday, November 15, 2018 Designer: Solidworks Study name: Static Analysis type: Static

Table of Contents Description

Assumptions

Model Information

Study Properties

Units

Material Properties

Loads and Fixtures

Connector Definitions

Contact Information

Mesh information

Sensor Details

Resultant Forces

Beams

Study Results

Conclusion

Description FEA report of the Lift ring of the spud for worst case loading condition with application of normal force of 58661.7 lbf on the top plate.

Analyzed with SOLIDWORKS Simulation Simulation of TAI 1208 Lift Ring 2

Assumptions Remote load of two times the total weight of the spud was applied on all four lifting points.

Model Information

Model name: TAI 1208 Lift Ring Current Configuration: Default

Solid Bodies

Document Name and Reference

Treated As Volumetric Properties Document Path/Date

Modified

Combine1

Solid Body

Mass:1649.08 lb Volume:5814.83 in^3

Density:0.283599 lb/in^3 Weight:1647.96 lbf

V:\TAI 1208 160FT USACE

MCCAULEY CRANE BARGE

REPLACEMENT\MODELING\

Solidworks\TAI 1208 Lift

Ring.SLDPRT Nov 13 15:51:17 2018

Analyzed with SOLIDWORKS Simulation Simulation of TAI 1208 Lift Ring 3

Study Properties Study name Static

Analysis type Static

Mesh type Solid Mesh

Thermal Effect: On

Thermal option Include temperature loads

Zero strain temperature 298 Kelvin

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…