Hull and Stability

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Section 3 Strength Principles 1 General principles 76 1.1 Structural continuity 1.2 Connections with higher strength steel 1.3 Connections between steel and aluminium 2 Plating 77 2.1 Insert plates and doublers 3 Ordinary stiffeners 77 3.1 General 3.2 Span of ordinary stiffeners 3.3 Width of attached plating 3.4 Geometric properties 3.5 End connections 4 Primary supporting members 80 Section 4 Bottom Structure 4.1 Span of primary supporting members 4.2 Width of attached plating 4.3 Geometric properties 4.4 Bracketed end connections 4.5 Bracketless end connections 4.6 Cut-outs and holes 4.7 Stiffening arrangement 1 General 84 1.1 Application 1.2 General arrangement 1.3 Keel 1.4 Drainage and openings for air passage 2 Longitudinally framed single bottom 84 2.1 General 2.2 Floors 2.3 Longitudinal ordinary stiffeners 3 Transversely framed single bottom 84 3.1 General 3.2 Floors 4 Longitudinally framed double bottom 85 4.1 General 4.2 Double bottom height 4.3 Floors 4.4 Bottom and inner bottom longitudinal ordinary stiffeners 4.5 Brackets to centreline girder and margin plate 4.6 Duct keel 4.7 Bilge wells 10 RINA Rules 2012
5 Transversely framed double bottom 85 5.1 General 5.2 Floors 5.3 Girders 5.4 Open floors 6 Bilge keel 86 Section 5 Side Structure 6.1 Arrangement, scantlings and connections 1 General 87 1.1 Application 1.2 General arrangement 1.3 Sheerstrake 2 Longitudinally framed single side 87 2.1 Longitudinal ordinary stiffeners 2.2 Primary supporting members 3 Transversely framed single side 87 3.1 Frames 3.2 Primary supporting members 4 Longitudinally framed double side 87 4.1 General 4.2 Primary supporting members 5 Transversely framed double side 88 5.1 General 5.2 Frames 5.3 Primary supporting members 6 Frame connections 88 6.1 General 6.2 Upper brackets of frames 6.3 Lower brackets of frames 7 Openings in the shell plating 89 7.1 Position of openings 7.2 Local strengthening RINA Rules 2012 11
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 10 and 11: Section 3 Documentation to be Submi
Page 12 and 13: Section 3 Access Arrangement 1 Gene
Page 14 and 15: 6 Icing 51 6.1 General 6.2 Icing ac
Page 18 and 19: Section 6 Deck Structure 1 General
Page 21: SECTION 1 APPLICATION SECTION 2 SYM
Page 24 and 25: Pt B, Ch 1, Sec 1 2.2 Rules applica
Page 26 and 27: Pt B, Ch 1, Sec 2 A E Figure 1 : En
Page 28 and 29: Pt B, Ch 1, Sec 3 SECTION 3 DOCUMEN
Page 30 and 31: Pt B, Ch 1, Sec 3 Derricks and carg
Page 32 and 33: Pt B, Ch 1, Sec 3 Service notations
Page 34 and 35: Pt B, Ch 1, Sec 4 SECTION 4 CALCULA
Page 36 and 37: Symbols used in chapter 2 FP LL :
Page 38 and 39: Pt B, Ch 2, Sec 1 ertight over its
Page 40 and 41: Pt B, Ch 2, Sec 2 SECTION 2 COMPART
Page 42 and 43: Pt B, Ch 2, Sec 2 Cb : the line of
Page 44 and 45: Pt B, Ch 2, Sec 2 6 Shaft tunnels 6
Page 46 and 47: Pt B, Ch 2, Sec 3 b) Access to elev
Page 49 and 50: SECTION 1 GENERAL 1 General 1.1 App
Page 51 and 52: 3.2.3 Inclining test (1/1/2009) The
Page 53 and 54: 2.1.2 GZ curve area The area under
Page 55 and 56: 4 Effects of free surfaces of liqui
Page 57 and 58: 5.3 Stability booklet 5.3.1 The shi
Page 59 and 60: APPENDIX 1 INCLINING TEST AND LIGHT
Page 61 and 62: The weights are to be transversally
Page 63 and 64: Pt B, Ch 3, App 1 Figure 4 : Steady
Page 65 and 66: 1.2.2 Ships carrying cargo on deck
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1.2.10 Dredgers (1/7/2006) For ship
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SECTION 1 MATERIALS Part B Hull and
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Pt B, Ch 4, Sec 1 2.4 Grades of ste
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Pt B, Ch 4, Sec 1 2.4.13 (1/7/2008)
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Pt B, Ch 4, Sec 1 Gross thickness,
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Pt B, Ch 4, Sec 1 derrick posts, de
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Pt B, Ch 4, Sec 2 Z GD : Gross mids
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Pt B, Ch 4, Sec 3 SECTION 3 STRENGT
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Pt B, Ch 4, Sec 3 Figure 2 : Ordina
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Pt B, Ch 4, Sec 3 Figure 13 : End c
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Pt B, Ch 4, Sec 3 F M = A + MB ----
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Pt B, Ch 4, Sec 4 SECTION 4 BOTTOM
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Pt B, Ch 4, Sec 4 5.3 Girders 5.3.1
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Pt B, Ch 4, Sec 5 4.2 Primary suppo
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Pt B, Ch 4, Sec 5 7.2.3 Openings in
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Pt B, Ch 4, Sec 6 2.2.2 Frame brack
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Pt B, Ch 4, Sec 6 For the extreme c
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Pt B, Ch 4, Sec 7 1.5.4 Watertight
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Pt B, Ch 4, Sec 7 5 Wash bulkheads
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© RINA S.p.A. - All rights reserve
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Article 4 4.1. - Any request for th
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6. Summary of amendments introduced
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CHAPTER 5 DESIGN LOADS Section 1 Ge
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Section 6 Internal Pressures and Fo
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Section 3 Ultimate Strength Check 1
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3 Yielding check 84 3.1 General 3.2
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Appendix 1 Analyses based on Three
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Appendix 3 Analyses based on Comple
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Section 3 Plating 4 Permissible sti
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Appendix 1 Scantling Checks for Shi
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Symbols used in chapter 5 n, n1 : N
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Pt B, Ch 5, Sec 1 2.3.3 Calculation
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Pt B, Ch 5, Sec 2 SECTION 2 HULL GI
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Pt B, Ch 5, Sec 2 2.2 Still water b
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Pt B, Ch 5, Sec 2 b, a 0, a 1, a 2:
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Pt B, Ch 5, Sec 3 SECTION 3 SHIP MO
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Pt B, Ch 5, Sec 3 X - Longitudinal
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Pt B, Ch 5, Sec 4 Figure 1 : Wave l
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Pt B, Ch 5, Sec 5 SECTION 5 SEA PRE
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Pt B, Ch 5, Sec 5 Table 3 : Wave pr
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Pt B, Ch 5, Sec 6 SECTION 6 INTERNA
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Pt B, Ch 5, Sec 6 Ship condition Ta
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Pt B, Ch 5, Sec 6 Ship condition Ta
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Pt B, Ch 5, Sec 6 Still water 3.1.2
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Pt B, Ch 5, Sec 6 Ship condition St
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Pt B, Ch 5, App 1 Figure 3 : Distan
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Symbols used in chapter 6 E : Young
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Pt B, Ch 6, Sec 1 2.1.6 Members in
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Pt B, Ch 6, Sec 2 SECTION 2 YIELDIN
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Pt B, Ch 6, Sec 2 ΔQC : Shear forc
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Pt B, Ch 6, Sec 2 Figure 4 : Ship t
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Pt B, Ch 6, Sec 3 SECTION 3 ULTIMAT
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Pt B, Ch 6, App 1 Figure 2 : Flow c
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Pt B, Ch 6, App 1 1.3.4 Beam column
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SECTION 1 PLATING SECTION 2 ORDINAR
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SECTION 1 PLATING Symbols For symbo
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2.5.2 Rounded sheerstrake The net t
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3.4 Transversely framed plating con
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5.1.4 Bi-axial compression and shea
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5.3.3 Bi-axial compression and shea
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5.4.5 Bi-axial compression, taking
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1.2 Partial safety factors 1.2.1 Th
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partments adjacent to it, in accord
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λbS 1 0 2 p = Sd - pSu + , -------
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βs = 1 in the case of an ordinary
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using the wave design loads as give
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where: β U if β U ≤ 1,25: b U =
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SECTION 3 PRIMARY SUPPORTING MEMBER
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Table 4 : Primary supporting member
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Figure 1 : Wheeled loads - Distribu
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3.7.2 Longitudinal and transverse p
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6 Buckling check 6.1 Local buckling
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1 Φ = --------------------- 10F 1
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Figure 1 : Nominal, hot spot and no
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3 Stress range 3.1 General 3.1.1 Ca
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4 Allowable stress range 4.1 Genera
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tf : Face plate net thickness, in m
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1.2 Information required 1.2.1 The
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manholes (and similar discontinuiti
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The following loading conditions ar
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Pt B, Ch 7, App 1 Table 6 : Hull gi
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oundary nodal displacements or forc
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2.2 Beam model analyses 2.2.1 For s
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Ship condition Load case Table 2 :
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Pt B, Ch 7, App 3 APPENDIX 3 ANALYS
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2.5 Boundary conditions of the mode
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4 Stress calculation 4.1 Stress com
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Symbols used in chapter 8 E : Young
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Pt B, Ch 8, Sec 1 1.4.2 Local loads
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Pt B, Ch 8, Sec 1 3.3 Ship relative
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Pt B, Ch 8, Sec 1 Table 10 : Dry un
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Pt B, Ch 8, Sec 2 SECTION 2 HULL GI
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Pt B, Ch 8, Sec 2 P : Longitudinal
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Pt B, Ch 8, Sec 2 4 Permissible sti
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Pt B, Ch 8, Sec 3 1.4 Elementary pl
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Pt B, Ch 8, Sec 3 Plating contribut
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Pt B, Ch 8, Sec 3 α i = xi --b Fig
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Pt B, Ch 8, Sec 3 0 ≤ ψ ≤ 1
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Pt B, Ch 8, Sec 4 Partial safety fa
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Pt B, Ch 8, Sec 4 liquids are to be
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Pt B, Ch 8, Sec 4 α S, α T : Coef
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Pt B, Ch 8, Sec 4 4.3.2 Column buck
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Pt B, Ch 8, Sec 5 Partial safety fa
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Pt B, Ch 8, Sec 5 Longitudinal prim
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Pt B, Ch 8, Sec 5 AD : Area, in m2
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Pt B, Ch 8, Sec 5 Built-up Hollow t
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Pt B, Ch 8, App 1 absence of more p
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Pt B, Ch 8, App 1 Table 4 : Scantli
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Pt B, Ch 8, App 1 Element Formula M
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Pt B, Ch 8, App 1 Table 6 : Coeffic
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Pt B, Ch 8, App 1 Table 8 : Deck de
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Pt B, Ch 8, App 1 Table 13 : Scantl
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© RINA S.p.A. - All rights reserve
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Article 4 4.1. - Any request for th
Page 300 and 301:
6. Summary of amendments introduced
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CHAPTER 9 OTHER STRUCTURES Section
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6 Pillaring 38 6.1 Arrangement 7 Ma
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Section 7 Hatch Covers 1 General 57
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9 Tank cleaning openings 82 9.1 Gen
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10 Steering nozzles 106 11 10.1 Gen
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CHAPTER 11 CORROSION PROTECTION AND
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Section 3 Testing 2 List and charac
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SECTION 1 FORE PART Symbols L1, L2
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Table 5 : Still water and inertial
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2.7.6 Panting beam scantlings The n
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2.11.7 Breasthooks Breasthooks, to
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B A Figure 1 : Definition of angles
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SECTION 2 AFT PART Symbols L1, L2 :
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Table 4 : Still water and wave inte
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4 Reinforcements of the flat area o
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Gross scantlings of prop el le r p
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2.1.5 Side bottom girders in way of
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6.1.3 Pillar bulkheads In general,
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SECTION 4 SUPERSTRUCTURES AND DECKH
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Table 1 : Lateral pressure for supe
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6.1.3 Mechanical locking devices ar
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pE 0 5nDCLCZ( 022 , + 015 , tanα)
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4 Scantlings of inner doors 4.1 Gen
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k : Material coefficient defined in
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SECTION 6 SIDE DOORS AND STERN DOOR
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The maximum design clearance betwee
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SECTION 7 HATCH COVERS Symbols p S
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2.3.4 Transverse coamings are to ex
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5.1.4 Covers of small hatchways (1/
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w1 : Section modulus at end, in cm3
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7.3 Closing arrangement, securing d
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9.2 Strength 9.2.1 (1/1/2004) For s
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Figure 3 : Example of a primary sec
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1.5.3 Still water and inertial pres
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ships, are to be of such constructi
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Table 3 : Thickness of toughened gl
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Table 5 : Freeing port area in bulw
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5.5 Freeing port area in bulwarks o
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8.1.7 Closing arrangements of venti
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11.2.2 Machinery casings (1/1/2005)
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SECTION 1 RUDDERS SECTION 2 BULWARK
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Pt B, Ch 10, Sec 1 k 1 235 --------
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Pt B, Ch 10, Sec 1 For rudder parts
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Pt B, Ch 10, Sec 1 For this purpose
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Pt B, Ch 10, Sec 1 Hinged rudder wi
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Pt B, Ch 10, Sec 1 (1) spade rudder
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Pt B, Ch 10, Sec 1 In the case of n
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Pt B, Ch 10, Sec 1 Table 9 : Thickn
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Pt B, Ch 10, Sec 1 Figure 7 : Cross
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Pt B, Ch 10, Sec 1 Figure 9 : Geome
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Pt B, Ch 10, Sec 1 9.1.2 Sectional
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Pt B, Ch 10, Sec 1 Δ 1 ρ 1 dNTF :
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Pt B, Ch 10, Sec 2 SECTION 2 BULWAR
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Pt B, Ch 10, Sec 3 SECTION 3 PROPEL
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Pt B, Ch 10, Sec 4 Table 1 : Equipm
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Pt B, Ch 10, Sec 4 3.1.5 Towing shi
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Pt B, Ch 10, Sec 4 The scantlings o
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Pt B, Ch 10, Sec 4 3.4 Attachment p
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Pt B, Ch 10, Sec 4 Equipment number
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Pt B, Ch 10, Sec 4 For the calculat
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Pt B, Ch 10, Sec 4 4.2.2 An emergen
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Pt B, Ch 10, Sec 4 MBS PC = ϕ ΜΒ
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Pt B, Ch 10, Sec 4 4.10.4 Position
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Pt B, Ch 10, Sec 4 Pawl type chain
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Pt B, Ch 10, App 1 p R10 p R20 = =
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Part B Hull and Stability Chapter 1
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Pt B, Ch 11, Sec 1 4.2 Arrangement
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Pt B, Ch 11, Sec 2 the cargo hold(s
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Pt B, Ch 11, Sec 2 An installation
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Pt B, Ch 11, Sec 2 4.5.3 Calculatio
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Pt B, Ch 11, Sec 2 ment. Within the
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Pt B, Ch 11, Sec 2 4.8.2 Data verif
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SECTION 1 WELDING AND WELD CONNECTI
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4 mm, if the thinner plate has a gr
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Hull area General, unless otherwise
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Hull area Superstructures and deckh
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2.3.9 Throat thickness of deep pene
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The presence of a shop primer may b
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6.2.2 Non-destructive examinations
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1.6 Survey requirements 1.6.1 Surve
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Area reference number 1 Part of sid
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Area reference number 1 Part of sid
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Table 1 : Watertight compartments -
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In addition, the test pressure is a
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APPENDIX 1 REFERENCE SHEETS FOR SPE
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ALL LONGITUDINALLY FRAMED SIDE SHIP
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OIL TANKERS, CHEMICAL TANKERS AREA
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Pt B, Ch 12, App 1 OIL TANKERS, CHE
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OIL TANKERS, CHEMICAL TANKERS, BULK
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LIQUEFIED GAS CARRIERS AREA 4: Doub
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LIQUEFIED GAS CARRIERS AREA 4: Doub
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LIQUEFIED GAS CARRIERS AREA 6: Lowe
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BULK CARRIERS AREA 7: Side frames C
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CONTAINER SHIPS AREA 9: Cross decks
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Pt B, Ch 12, App 1 BULK CARRIERS, O
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Pt B, Ch 12, App 1 BULK CARRIERS, O
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