Hull and Stability

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Pt B, Ch 1, Sec 4 SECTION 4 CALCULATION PROGRAMS 1 Program for the Rule based scantling 1.1 General 1.1.1 Computer programs dealing with rule checking are available. The Society may be contacted in order to have information on these programs and associated hardware and operating system requirements. 1.2 LEONARDO HULL 1.2.1 (1/7/2005) The LEONARDO HULL program performs the rule scantling check of plating and ordinary stiffeners at any transverse section along the ship’s hull, primary supporting members and associated shell plating in various hull portions. 1.2.2 (1/7/2005) In particular, LEONARDO HULL makes it possible to: calculate the transverse section geometric properties carry out the hull girder strength checks, including ultimate strength carry out all the rule strength checks of: - strakes - longitudinal and transverse ordinary stiffeners - strakes and ordinary stiffeners of transverse bulkheads. verification and finite element analysis of hull structure, including automatic generation of part of the finite element model and load case generation. Scantling criteria verification, in accordance with the Rules, are automatically performed. 1.2.3 (1/7/2005) LEONARDO HULL also calculates the steel renewal thicknesses based on rule scantlings and permits the re-assessment of ships in service. 1.3 BULK 1.3.1 The BULK program is designed to assess, according to the IACS Unified Requirements adopted in the Rules, the structural strength of transverse corrugated bulkheads and double bottoms of new and existing bulk carriers to which these requirements apply. 28 RINA Rules 2012
Part B Hull and Stability Chapter 2 GENERAL ARRANGEMENT DESIGN SECTION 1 SUBDIVISION ARRANGEMENT SECTION 2 COMPARTMENT ARRANGEMENT SECTION 3 ACCESS ARRANGEMENT RINA Rules 2012 29
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 16 and 17: Section 3 Strength Principles 1 Gen
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 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
Page 67 and 68: 1.2.10 Dredgers (1/7/2006) For ship
Page 69: SECTION 1 MATERIALS Part B Hull and
Page 72 and 73: Pt B, Ch 4, Sec 1 2.4 Grades of ste
Page 74 and 75: Pt B, Ch 4, Sec 1 2.4.13 (1/7/2008)
Page 76 and 77: Pt B, Ch 4, Sec 1 Gross thickness,
Page 78 and 79: Pt B, Ch 4, Sec 1 derrick posts, de
Page 80 and 81: Pt B, Ch 4, Sec 2 Z GD : Gross mids
Page 82 and 83: 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
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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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