ABS 2 PART 5C CH 1-6-2018 RULES FOR BUILDING AND CLASSING STEEL VESSELS 2018 PART 5C SPECIFIC VESSEL TYPES (CHAPTERS 1-6).pdf

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1、 Part 5C : Specific Vessel Types (Chapters 1- 6) RULES FOR BUILDING AND CLASSING STEEL VESSELS 2018 PART 5C SPECIFIC VESSEL TYPES (CHAPTERS 1-6) American Bureau of Shipping Incorporated by Act of Legislature of the State of New York 1862 2017 American Bureau of Shipping. All rights reserved. ABS Pla

2、za 16855 Northchase Drive Houston, TX 77060 USA Foreword Foreword In association with the harmonization of the Common Structural Rules (CSR) for Bulk Carriers and Oil Tankers, on 1 July 2015, the three Sub-parts, 5A, 5B, and 5C, of Part 5 of the Rules for Building and Classing Steel Vessels are as f

3、ollows: Contents Part 5A: General Hull Requirements (IACS CSR Part 1) Part 5B: Ship Types (IACS CSR Part 2) Part 5C: This Part is divided into two separate booklets as follows: Chapters 1 to 6: Tankers and Bulk Carriers not covered by Part 5A and Part 5B and Container Carriers Chapters 7 to 13: Pass

4、enger Vessels, Liquefied Gas Carriers, Chemical Carriers, Vessels Intended to Carry Vehicles, Water Carriers, Membrane Tank LNG Carriers, and Vessels Using Gases or other Low-Flashpoint Fuels. Application Oil Tankers The structural requirements in Part 5A, Pt 1 and Part 5B, Pt 2, Ch 2 of the Rules a

5、re applicable for double hull oil tankers of 150 m in length and upward, with structural arrangements as specified in Part 5A, Pt 1, Ch 1, Sec 1, 1.3. For oil tankers with structural arrangements not covered by Part 5A, Pt 1 and Part 5B, Pt 2, Ch 2, the requirements in Part 5C, Chapters 1 or 2, are

6、to be complied with. Application Bulk Carriers The structural requirements in Part 5A, Pt 1 and Part 5B, Pt 2, Ch 1 of the Rules are applicable for single side skin and double side skin bulk carriers of 90m in length and upward, with structural arrangements as specified in Part 5A, Pt 1, Ch 1, Sec 1

7、, 1.2. For vessels intended to carry ore or bulk cargoes, other than the single side skin or double side skin bulk carriers of 90 m in length and upward with structural arrangements as specified in Part 5A, Pt 1 and Part 5B, Pt 2, Ch 1, the requirements in Part 5C, Chapters 3 or 4 are to be complied

8、 with. Application ABS Construction Monitoring Program These compulsory requirements for CSR notation are specified in Part 5C, Appendix 2. Application Onboard Systems for Oil Tankers and Bulk Carriers The onboard systems for all tankers are to comply with the requirements of Part 5C, Chapter 1, Sec

9、tion 7, and for all bulk carriers are to comply with the requirements of Part 5C, Chapter 3, Section 7 of the Rules. Application References Other Parts of the ABS Rules that are referenced within Part 5A, 5B, or 5C are also to be applied. The following flow chart indicates the application of the Rul

10、es and typical Class Notations for tanker and bulk carrier vessels, of which arrangements and scantlings are in full compliance with the Rules: ii ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS .2018 Vessels Intended to Carry Oil in Bulk Vessels Intended to Carry Ore or Bulk CargoesL 150 m?Arrange

11、ment and layout comply with Part 5A, Pt 1, Ch 1, Sec 1, 1.3 and Part 5A, Pt 1, Ch 1, Sec 1, Figure 3?Part 5A, Pt 1 and Part 5B, Pt 1, Ch 2: Common Structural RulesandPart 5C, Appendix 2Part 5C, Chapter 1, Section 7:ABS Steel Vessel Rulesnull A1 Oil Carrier, CSR, AB-CMplusappropriate notations for oi

12、l carriersPart 5C, Chapter 1, Appendix 1 to Part 5CABS Steel Vessel Rules(L 150 m)null A1 Oil Carrier, SH, SHCMplusappropriate notations for oil carriersPart 5C, Chapter 2ABS Steel Vessel Rules(L 150 m)null A1 Oil Carrierplusappropriate notations for oil carriersL 90 m?Arrangement and layout comply

13、with Part 5A, Pt 1, Ch 1, Sec 1, 1.2 andPart 5A, Pt 1, Ch 1, Sec 1, Figures 1 whereas the net thickness approach in Section 5C-5-2 is to be applicable to the requirement other than those in Appendix 5C-5-A4a. ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS .2018 v Part/Para. No. Title/Subject Statu

14、s/Remarks 5C-5-3/1.1 Load Components To revert subsections on static and wave induced loads back to pre-IACS UR S11A text. 5C-5-3/3 Static Loads To revert subsections on static and wave induced loads back to pre-IACS UR S11A text. 5C-5-3/3.1 Still-water Bending Moments, Shear Forces and Torsional Mo

15、ment To revert subsections on static and wave induced loads back to pre-IACS UR S11A text. 5C-5-3/Figure 1A (Deleted) Sign Convention for Vertical Bending Moments and Vertical Shear Forces To revert subsections on static and wave induced loads back to pre-IACS UR S11A text. 5C-5-3/Figure 1 Sign Conv

16、entions To revert subsections on static and wave induced loads back to pre-IACS UR S11A text. 5C-5-3/Figure 3A Loading Pattern of Container Carrier To allow to use the minimum weight per TEU calculated from the loading manual. 5C-5-3/Figure 3B Loading Pattern of Container Carrier Fuel Oil Tank Locat

17、ed Between Cargo Hold Transverse Bulkheads To allow to use the minimum weight per TEU calculated from the loading manual. 5C-5-3/Figure 3C Loading Pattern of Container Carrier Fuel Oil Tank Located within Cargo Holds To allow to use the minimum weight per TEU calculated from the loading manual. 5C-5

18、-3/5 Wave-induced Loads To revert subsections on static and wave induced loads back to pre-IACS UR S11A text. 5C-5-3/Figure 4 (Deleted) Projected Area ADK and Vertical Distance yf To revert subsections on static and wave induced loads back to pre-IACS UR S11A text. 5C-5-3/Figure 5 (Deleted) Distribu

19、tion of Vertical Wave Bending Moment Along the Ship Length To revert subsections on static and wave induced loads back to pre-IACS UR S11A text. 5C-5-3/5.1.1 Vertical Wave Bending Moment To revert subsections on static and wave induced loads back to pre-IACS UR S11A text. 5C-5-3/5.1.2 Vertical Wave

20、Shear Force To revert subsections on static and wave induced loads back to pre-IACS UR S11A text. 5C-5-3/Figure 5 (Deleted) Distribution of Vertical Wave Shear Force along the Ship Length To revert subsections on static and wave induced loads back to pre-IACS UR S11A text. 5C-5-3/5.1.3 Horizontal Wa

21、ve Bending Moment To provide the definition of V and Vd. 5C-5-3/9.1 Combined Load Cases for Structural Analysis To refer to 5C-5-A5/Figure 1 and 5C-5-A5/Table 1 for the IACS UR S34 load cases. 5C-5-4/1.1 Strength Requirements To revert requirements back to pre-IACS UR S11A text. 5C-5-4/3.1 Hull Gird

22、er Section Modulus To revert requirements back to pre-IACS UR S11A text. 5C-5-4/Figure 3 (Deleted) Ends of Length L To revert requirements back to pre-IACS UR S11A text. 5C-5-4/Figure 4 (Deleted) Reference Coordinate System To revert requirements back to pre-IACS UR S11A text. 5C-5-4/Table 1 (Delete

23、d) Values of Corrosion Addition Factor To revert requirements back to pre-IACS UR S11A text. 5C-5-4/Table 2 (Deleted) Corrosion Addition for One Side of a Structural Member To revert requirements back to pre-IACS UR S11A text. 5C-5-4/Figure 5 (Deleted) Net Sectional Properties of Supporting Members

24、To revert requirements back to pre-IACS UR S11A text. 5C-5-4/Figure 6 (Deleted) Example of Failure Limit State Curve and Stress Multiplication Factor at Failure To revert requirements back to pre-IACS UR S11A text. 5C-5-4/Table 3 (Deleted) Load Calculation Points (LCP) Coordinates for Plate Buckling

25、 Assessment To revert requirements back to pre-IACS UR S11A text. vi ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS .2018 Part/Para. No. Title/Subject Status/Remarks 5C-5-4/Figure 7 (Deleted) Load Calculation Points for Plate Buckling Assessment To revert requirements back to pre-IACS UR S11A text

26、. 5C-5-4/Figure 8 (Deleted) Bending Moment M versus CurvatureTo revert requirements back to pre-IACS UR S11A text. 5C-5-4/Table 4 (Deleted) Permissible Hull Girder Bending Stress To revert requirements back to pre-IACS UR S11A text. 5C-5-4/Table 5 (Deleted) Permissible Hull Girder Shear Stress To re

27、vert requirements back to pre-IACS UR S11A text. 5C-5-4/3.3 (New) Hull Girder Moment of Inertia To revert requirements back to pre-IACS UR S11A text. 5C-5-4/4 (New) Hull Girder Shearing Strength To revert requirements back to pre-IACS UR S11A text. 5C-5-4/9.3.1 Bottom Shell Plating To revert require

28、ments back to pre-IACS UR S11A text. 5C-5-4/11.1 Side Shell Plating To revert requirements back to pre-IACS UR S11A text and to apply the sheer strake requirement to large container carriers. 5C-5-4/13.7 Side Stringers in Double Side Structures To revert requirements back to pre-IACS UR S11A text. 5

29、C-5-4/15.1 Strength Deck Plating To revert requirements back to pre-IACS UR S11A text. 5C-5-4/15.13 Underdeck Passageway (Second Deck) To revert requirements back to pre-IACS UR S11A text. 5C-5-4/15.15 (New) Raised Lashing Platforms To provide requirements for raised lashing platforms. 5C-5-4/17.1 H

30、atch Coamings To specify that the requirements in 3-2-15/9 applicable to container carriers are to be complied with. 5C-5-4/17.3 Hatch Covers To specify that the requirements in 3-2-15/9 applicable to container carriers are to be complied with. 5C-5-4/19.1 Tank Bulkhead Plating To revert requirement

31、s back to pre-IACS UR S11A text. 5C-5-4/19.13.1 Tank Bulkhead Plating To simplify the requirement for tank bulkhead plating between fuel oil tanks not contributing to hull girder bending strength. 5C-5-4/25.1 Fuel Oil Tank Top Plating To simplify the requirement for fuel oil tank top structures not

32、contributing to hull girder bending strength. 5C-5-6/5.5 Stem Plating To consider the material factor in the net thickness of the plate stem, in line with CSR-H. 5C-5-A1/Figure 1 Basic Design S-N Curves To define the second segment of the S-N curves, in line with IACS Rec. No. 56. 5C-5-A4a (New) Lon

33、gitudinal Strength Requirements To reorganize the IACS UR S11A requirements into a relatively independent section. 5C-5-A4c/7.7.3 Bending Stress, b To specify the static pressure head applied to IACS UR S11A stiffener buckling check. 5C-5-A5/1 General To decrease the load combination factor for exte

34、rnal pressure by 20% to account for the fact that the full draft is not realistic for one bay empty case, and to specify the plate effective width for stiffener ultimate strength check to partially reduce the excessive amendments caused by the requirements. 5C-5-A5/Figure 1 (New) Additional Loading

35、Patterns of Container Carrier To decrease the load combination factor for external pressure by 20% to account for the fact that the full draft is not realistic for one bay empty case, and to specify the plate effective width for stiffener ultimate strength check to partially reduce the excessive ame

36、ndments caused by the requirements. ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS .2018 vii Part/Para. No. Title/Subject Status/Remarks 5C-5-A5/Table 1 Additional Combined Load Cases for Structural Analysis To decrease the load combination factor for external pressure by 20% to account for the fa

37、ct that the full draft is not realistic for one bay empty case, and to specify the plate effective width for stiffener ultimate strength check to partially reduce the excessive amendments caused by the requirements. 5C-6-2/1.1 Normal-strength Standard To revert the related references back to pre-IAC

38、S UR S11A text. 5C-6-2/1.3 Hull Girder Shear and Bending Moment To revert the related references back to pre-IACS UR S11A text. 5C-6-2/1.7 Loading Guidance To revert the related references back to pre-IACS UR S11A text. 5C-6-2/1.11 Hull Girder Section Modulus Amidships To revert the related referenc

39、es back to pre-IACS UR S11A text. 5C-6-2/1.13 (New) Longitudinal Strength To apply IACS UR S11A to containerships under 130 meters in length. 5C-6-A1/3 Application To revert the requirements and references back to pre-IACS UR S11A text. 5C-6-A1/5.3 Hull Girder Stress To revert the requirements and r

40、eferences back to pre-IACS UR S11A text. 5C-A2/10 (New) Construction Standards and Control To specify the limiting values of misalignment tolerances for cruciform joints 5C-A2/Figure 1 (New) Median Alignment of Critical Joint To specify the limiting values of misalignment tolerances for cruciform jo

41、ints 5C-A2/Figure 2 (New) Median Alignment of Critical Cruciform Joint To specify the limiting values of misalignment tolerances for cruciform joints viii ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS .2018 PART Table of Contents 5C Specific Vessel Types CONTENTS CHAPTER 1 Vessels Intended to Car

42、ry Oil in Bulk (150 meters (492 feet) or more in Length) . 1 Section 1 Introduction 14 Section 2 Design Considerations and General Requirements 22 Section 3 Load Criteria 26 Section 4 Initial Scantling Criteria 67 Section 5 Total Strength Assessment 122 Section 6 Hull Structure Beyond 0.4L Amidships

43、 136 Section 7 Cargo Oil and Associated Systems . 150 Appendix 1 Examples of Inerting/Gas Freeing Analysis of Ballast Tank 197 Appendix 1 Fatigue Strength Assessment of Tankers 207 Appendix 2 Calculation of Critical Buckling Stresses . 236 Appendix 3 Application to Single Hull Tankers . 247 Appendix

44、 4 Application to Mid-deck Tankers 258 Appendix 5 Hull Girder Ultimate Strength Assessment of Oil Carriers 262 CHAPTER 2 Vessels Intended to Carry Oil in Bulk (Under 150 meters (492 feet) in Length) . 273 Section 1 Introduction 276 Section 2 Hull Structure . 283 Section 3 Cargo Oil and Associated Sy

45、stems . 299 Appendix 1 Hull Girder Shear Strength for Tankers . 300 CHAPTER 3 Vessels Intended to Carry Ore or Bulk Cargoes (150 meters (492 feet) or more in Length) . 304 Section 1 Introduction 318 Section 2 Design Considerations and General Requirements 325 Section 3 Load Criteria 329 Section 4 In

46、itial Scantling Criteria 369 Section 5 Total Strength Assessment 454 Section 6 Hull Structure Beyond 0.4L Amidships 469 Section 7 Cargo Safety and Vessel Systems 492 ABSRULES FOR BUILDING AND CLASSING STEEL VESSELS .2018 ix Appendix 1 Fatigue Strength Assessment of Bulk Carriers . 498 Appendix 2 Cal

47、culation of Critical Buckling Stresses . 535 Appendix 3 The Design and Evaluation of Ore and Ore/Oil Carriers . 546 Appendix 4 Load Cases for Structural Analysis with Respect to Slamming . 548 Appendix 5a Longitudinal Strength of Bulk Carriers in Flooded Conditions 561 Appendix 5b Bulk Carriers in F

48、looded Conditions Corrugated Transverse Watertight Bulkheads 563 Appendix 5c Bulk Carriers in Flooded Conditions Permissible Cargo Loads in Holds 575 Appendix 6 Harmonized System of Notations and Corresponding Design Loading Conditions for Bulk Carriers . 581 Appendix 7 Hull Girder Ultimate Strength

49、 Assessment of Bulk Carriers 590 CHAPTER 4 Vessels Intended to Carry Ore or Bulk Cargoes (Under 150 meters (492 feet) in Length) 601 Section 1 Introduction 603 Section 2 Hull Structure . 606 Section 3 Cargo Safety and Vessel Systems 616 CHAPTER 5 Vessels Intended to Carry Containers (130 meters (427 feet) to 450 meters (1476 feet) in Length) . 617 Section 1 Introduction 630 Section 2 Design Considerations and General Requirements 633 Section 3 Load Criteria 637 Section 4 Initial Scantling Criteria 683 Section 5 Total Strength Assessment 757 Section 6 Hull Str