Hull and Stability

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CHAPTER 1 GENERAL Section 1 Application 1 General 17 1.1 Structural requirements 1.2 Limits of application to lifting appliances 2 Rule application 17 2.1 Ship parts 2.2 Rules applicable to various ship parts 2.3 Rules applicable to other ship items 3 Rounding off of scantlings 18 3.1 Section 2 Symbols and Definitions 1 Units 19 2 1.1 Symbols 19 3 2.1 Definitions 19 3.1 Rule length 3.2 Freeboard length 3.3 Ends of rule length L and midship 3.4 Moulded breadth 3.5 Depth 3.6 Moulded draught 3.7 Lightweight 3.8 Deadweight 3.9 Freeboard deck 4 3.10 Superstructure 3.11 Raised quarterdeck 3.12 Deckhouse 3.13 Trunk 3.14 Standard height of superstructure 3.15 Type A and Type B ships 3.16 Positions 1 and 2 Reference co-ordinate system 21 4.1 RINA Rules 2012 3
Page 1 and 2: Rules for the Classification of Shi
Page 3 and 4: Definitions: "Rules" in these Gener
Page 5 and 6: 1. Reference edition The reference
Page 7: Chapters 1 2 3 4 5 6 7 8 9 10 11 12
Page 11 and 12: CHAPTER 2 GENERAL ARRANGEMENT DESIG
Page 13 and 14: CHAPTER 3 STABILITY Section 1 Gener
Page 15 and 16: CHAPTER 4 STRUCTURE DESIGN PRINCIPL
Page 17 and 18: 5 Transversely framed double bottom
Page 19: Section 7 Bulkhead Structure 1 Gene
Page 23 and 24: SECTION 1 APPLICATION 1 General 1.1
Page 25 and 26: SECTION 2 SYMBOLS AND DEFINITIONS 1
Page 27 and 28: 3.15 Type A and Type B ships 3.15.1
Page 29 and 30: 2.3 Additional class notations 2.3.
Page 31 and 32: Table 2 : Plans and documents to be
Page 33 and 34: Pt B, Ch 1, Sec 3 Table 3 : Plans a
Page 35 and 36: Part B Hull and Stability Chapter 2
Page 37 and 38: SECTION 1 SUBDIVISION ARRANGEMENT 1
Page 39 and 40: Watertight Below the freeboard deck
Page 41 and 42: d) A double bottom need not be fitt
Page 43 and 44: Pt B, Ch 2, Sec 2 Figure 1 : Credit
Page 45 and 46: SECTION 3 ACCESS ARRANGEMENT 1 Gene
Page 47: SECTION 1 GENERAL SECTION 2 INTACT
Page 50 and 51: Pt B, Ch 3, Sec 1 3 Examination pro
Page 52 and 53: Pt B, Ch 3, Sec 2 SECTION 2 INTACT
Page 54 and 55: Pt B, Ch 3, Sec 2 Figure 1 : Severe
Page 56 and 57: Pt B, Ch 3, Sec 2 4.5 Water ballast
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Pt B, Ch 3, Sec 2 a) Slow accumulat
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Pt B, Ch 3, App 1 1.1.4 Pendulums (
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Pt B, Ch 3, App 1 The plotting of a
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Pt B, Ch 3, App 2 APPENDIX 2 TRIM A
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Pt B, Ch 3, App 2 allowed on the do
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Pt B, Ch 3, App 2 Superstructures a
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SECTION 1 MATERIALS 1 General 1.1 C
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Pt B, Ch 4, Sec 1 Table 4 : Minimum
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2.5.3 For the purpose of the select
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3.2.2 Rolled bars may be accepted i
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SECTION 2 NET SCANTLING APPROACH Sy
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3 Corrosion additions 3.1 Values of
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1.2 Connections with higher strengt
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The net section modulus of a built
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4.4.4 The width, in mm, of the face
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pS, pW : Still water and wave press
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4 Longitudinally framed double bott
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SECTION 5 SIDE STRUCTURE 1 General
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6.2.3 For connections of frames to
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SECTION 6 DECK STRUCTURE 1 General
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6.2 Corners of hatchways 6.2.1 For
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SECTION 7 BULKHEAD STRUCTURE 1 Gene
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3 Corrugated bulkheads 3.1 General
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Rules for the Classification of Shi
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Definitions: "Rules" in these Gener
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1. Reference edition The reference
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Chapters 1 2 3 4 5 6 7 8 9 10 11 12
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Section 3 Ship Motions and Accelera
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CHAPTER 6 HULL GIRDER STRENGTH Sect
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CHAPTER 7 HULL SCANTLINGS Section 1
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4 Yielding check of primary support
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Appendix 2 Analyses of Primary Supp
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CHAPTER 8 SHIPS LESS THAN 90 M IN L
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Section 4 Ordinary Stiffeners 1 Gen
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SECTION 1 GENERAL SECTION 2 HULL GI
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SECTION 1 GENERAL 1 Definitions 1.1
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2.5.3 Draught associated with each
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For all ships, the following loadin
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3.3 Wave torque 3.3.1 The wave torq
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4.2.2 Direct calculations As an alt
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δ : roll radius of gyration, in m,
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SECTION 4 LOAD CASES Symbols h1 : R
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Ship condition Load case Table 1 :
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Figure 2 : Wave pressure in load ca
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Table 5 : Wave pressure in inclined
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Figure 1 : Upright ship conditions
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Figure 4 : Breadth b S of the free
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Where the upper part of a longitudi
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4 Dry uniform cargoes 4.1 Still wat
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Pt B, Ch 5, App 1 APPENDIX 1 INERTI
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Part B Hull and Stability Chapter 6
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Pt B, Ch 6, Sec 1 SECTION 1 STRENGT
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G : Coulomb’s modulus, in N/mm2 ,
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where b, B 0 , A and 0 are the di
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2.4.2 Ships with two effective long
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zD : Z co-ordinate, in m, of the st
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APPENDIX 1 HULL GIRDER ULTIMATE STR
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1.2.2 Assumption In applying the pr
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1.3.7 Web local buckling of flat ba
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Symbols used in chapter 7 L1 , L2 :
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Pt B, Ch 7, Sec 1 2 General require
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Pt B, Ch 7, Sec 1 Table 4 : Combina
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Pt B, Ch 7, Sec 1 n : Number of whe
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Pt B, Ch 7, Sec 1 5.2.5 Combined in
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Pt B, Ch 7, Sec 1 τ E π2E 12 1 ν
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Pt B, Ch 7, Sec 2 SECTION 2 ORDINAR
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Pt B, Ch 7, Sec 2 Figure 3 : Net di
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Pt B, Ch 7, Sec 2 z ≥ N z < N Tab
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Pt B, Ch 7, Sec 2 Single wheel Doub
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Pt B, Ch 7, Sec 2 z ≥ N z < N 4 B
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Pt B, Ch 7, Sec 2 Figure 5 : Buckli
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Pt B, Ch 7, Sec 2 Symbol σ U f ζ
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Pt B, Ch 7, Sec 3 Table 1 : Primary
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Pt B, Ch 7, Sec 3 3.2 Bracket arran
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Pt B, Ch 7, Sec 3 where: Table 10 :
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Pt B, Ch 7, Sec 3 4.2 Analysis crit
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Pt B, Ch 7, Sec 3 Table 12 : Coeffi
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Pt B, Ch 7, Sec 4 SECTION 4 FATIGUE
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Pt B, Ch 7, Sec 4 Table 2 : Load ca
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Pt B, Ch 7, Sec 4 Axial misalignmen
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Pt B, Ch 7, Sec 4 Table 11 : Functi
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Pt B, Ch 7, App 1 APPENDIX 1 ANALYS
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Pt B, Ch 7, App 1 Figure 3 : Model
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Pt B, Ch 7, App 1 Figure 7 : Beams
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Pt B, Ch 7, App 1 Table 4 : Wave pr
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Pt B, Ch 7, App 1 Figure 9 : Refere
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Pt B, Ch 7, App 2 APPENDIX 2 ANALYS
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Pt B, Ch 7, App 2 Figure 1 : Spring
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Pt B, Ch 7, App 2 cargoes, these me
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Pt B, Ch 7, App 3 Table 1 : Areas t
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Pt B, Ch 7, App 3 3.2.2 Load effect
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SECTION 1 DESIGN LOADS Part B Hull
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SECTION 1 DESIGN LOADS Symbols For
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2.3 Vertical wave bending moments 2
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Table 7 : Coefficient for pressure
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5.8 Flooding Table 15 : Machinery S
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Figure 1 : Longitudinal girders bet
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σ 1S : Normal stress, in N/mm 2 ,
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SECTION 3 PLATING Symbols For symbo
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2.5.2 Rounded sheerstrake The net t
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γ t 14, 9cacrsγ S2pS + γW2pW = R
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where: σE : Euler buckling stress,
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SECTION 4 ORDINARY STIFFENERS Symbo
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where c T is a coefficient equal to
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Table 3 : Distribution factor F S H
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Configuration Single wheel Double w
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SECTION 5 PRIMARY SUPPORTING MEMBER
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Table 2 : Minimum net thicknesses o
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w γ γ S2λbSpS + γW2λ bWpW Rγ
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where: σ E3 : Euler local buckling
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Pt B, Ch 8, App 1 APPENDIX 1 SCANTL
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Table 2 : Scantlings of longitudina
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Element Formula Minimum value Inner
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Table 5 : Scantlings of side struct
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Table 7 : Scantlings of deck struct
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Type of ordinary stiffener Table 9
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Rules for the Classification of Shi
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Definitions: "Rules" in these Gener
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1. Reference edition The reference
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Chapters 1 2 3 4 5 6 7 8 9 10 11 12
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Section 2 Aft Part 1 General 29 1.1
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2.2 Inner doors 3 Scantlings of bow
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Section 8 Movable Decks and Inner R
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CHAPTER 10 HULL OUTFITTING Section
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Section 4 Equipment 1 General 113 1
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CHAPTER 12 CONSTRUCTION AND TESTING
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SECTION 1 FORE PART SECTION 2 AFT P
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Pt B, Ch 9, Sec 1 Table 1 : Fore pe
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Pt B, Ch 9, Sec 1 Table 7 : Longitu
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Pt B, Ch 9, Sec 1 C P = 1 for dP --
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Pt B, Ch 9, Sec 1 3.4 Scantlings 3.
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Pt B, Ch 9, Sec 1 5.1.2 Gross scant
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Pt B, Ch 9, Sec 2 Table 1 : Aft pea
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Pt B, Ch 9, Sec 2 Table 6 : Net thi
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Pt B, Ch 9, Sec 2 6.3.2 Gross scant
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Pt B, Ch 9, Sec 3 SECTION 3 MACHINE
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Pt B, Ch 9, Sec 3 3.1.3 Floors in t
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Pt B, Ch 9, Sec 3 Table 3 : Minimum
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Pt B, Ch 9, Sec 4 1.5.2 Strenghteni
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Pt B, Ch 9, Sec 4 Table 5 : Superst
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Pt B, Ch 9, Sec 5 SECTION 5 BOW DOO
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Pt B, Ch 9, Sec 5 measured to the u
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Pt B, Ch 9, Sec 5 combination of ex
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Pt B, Ch 9, Sec 5 8 Operating and m
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Pt B, Ch 9, Sec 6 Consideration is
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Pt B, Ch 9, Sec 6 6.1.2 Doors which
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Pt B, Ch 9, Sec 7 Tab 2 for the tot
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Pt B, Ch 9, Sec 7 4.1.6 Hatch cover
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Pt B, Ch 9, Sec 7 analysis or Finit
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Pt B, Ch 9, Sec 7 where: H C = stay
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Pt B, Ch 9, Sec 7 [7.1] or Pt E, Ch
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Pt B, Ch 9, Sec 7 Figure 2 : Struct
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Pt B, Ch 9, Sec 8 SECTION 8 MOVABLE
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Pt B, Ch 9, Sec 9 SECTION 9 ARRANGE
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Pt B, Ch 9, Sec 9 The number of suc
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Pt B, Ch 9, Sec 9 4 Discharges 4.1
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Pt B, Ch 9, Sec 9 ous or substantia
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Pt B, Ch 9, Sec 9 7 Companionway 7.
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Pt B, Ch 9, Sec 9 9 Tank cleaning o
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Pt B, Ch 9, Sec 10 SECTION 10 HELIC
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SECTION 1 RUDDERS Symbols VAV : max
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Figure 1 : Geometry of rudder blade
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4.1.2 Bending moment calculated thr
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5.3 Cone couplings between rudder s
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5.4 Vertical flange couplings 5.4.1
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(1) 3 bearing semi-spade rudders wi
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σ E : equivalent stress induced by
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7.3.5 Thickness of side plating and
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7.5.4 Thickness of side plating and
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8.3 Solepieces 8.3.1 Bending moment
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SAV : force, in N, equal to: SAV =
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11.4.2 Plating of the pod The thick
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L : length of ship, in m, to be ass
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SECTION 4 EQUIPMENT Symbols EN : Eq
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2.1.3 Equipment Number for ships wi
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3.1.10 Mooring shipboard fittings s
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3.2.6 Test for super high holding p
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lines are required in addition to t
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Table 5 : Additional mooring lines
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3.7.11 Strength criteria for securi
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Table 7 : Major components of the e
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4.9.4 Positioning The bow and stern
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4.12.4 Non-pre-rigged (1/7/2011) Th
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Pt B, Ch 10, App 1 APPENDIX 1 CRITE
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ℓ40 ℓ 30 ℓ20 ℓ 10 Figure 3
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Pt B, Ch 11, Sec 1 SECTION 1 PROTEC
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Pt B, Ch 11, Sec 2 SECTION 2 LOADIN
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4.2 Conditions of approval 4.2.1 Al
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4.4.2 Acceptable tolerances The acc
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Hull Form Dependent 4.5.7 Approval
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4.6.2 Data verification approval -
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SECTION 1 WELDING AND WELD CONNECTI
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Pt B, Ch 12, Sec 1 1.4 Personnel an
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Pt B, Ch 12, Sec 1 Figure 2 : Inter
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Pt B, Ch 12, Sec 1 Hull area Bulkhe
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Pt B, Ch 12, Sec 1 Primary supporti
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Pt B, Ch 12, Sec 1 2.6 Slot welding
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Pt B, Ch 12, Sec 1 4.3.10 Welding s
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Pt B, Ch 12, Sec 2 SECTION 2 SPECIA
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Pt B, Ch 12, Sec 2 Table 1 : Ships
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Pt B, Ch 12, Sec 2 Table 5 : Ore ca
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Pt B, Ch 12, Sec 3 SECTION 3 TESTIN
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Pt B, Ch 12, Sec 3 Compartment or s
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Pt B, Ch 12, Sec 3 4 Working tests
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Pt B, Ch 12, App 1 ALL LONGITUDINAL
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Pt B, Ch 12, App 1 OIL TANKERS, CHE
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Pt B, Ch 12, App 1 LIQUEFIED GAS CA
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Pt B, Ch 12, App 1 BULK CARRIERS AR
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Pt B, Ch 12, App 1 BULK CARRIERS, O
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Pt B, Ch 12, App 1 CONTAINER SHIPS
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Pt B, Ch 12, App 1 BULK CARRIERS, O
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Hull and Stability

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