Hull and Stability

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Section 6 Deck Structure 1 General 91 1.1 Application 1.2 General arrangement 1.3 Construction of watertight decks 1.4 Stringer plate 2 Longitudinally framed deck 91 2.1 General 2.2 Longitudinal ordinary stiffeners 3 Transversely framed deck 92 3.1 General 4 Pillars 92 4.1 General 4.2 Connections 5 Hatch supporting structures 92 5.1 General 6 Openings in the strength deck 92 6.1 Position of openings <strong>and</strong> local strengthening 6.2 Corners of hatchways 7 Openings in decks other than the strength deck 94 7.1 General 12 RINA Rules 2012
Section 7 Bulkhead Structure 1 General 95 1.1 Application 1.2 General arrangement 1.3 Watertight bulkheads of trunks, tunnels, etc. 1.4 Openings in watertight bulkheads 1.5 Watertight doors 2 Plane bulkheads 96 2.1 General 2.2 End connections of ordinary stiffeners 2.3 Bracketed ordinary stiffeners 3 Corrugated bulkheads 96 3.1 General 3.2 Structural arrangement 3.3 Bulkhead stool 4 Non-tight bulkheads 97 4.1 Non-tight bulkheads not acting as pillars 4.2 Non-tight bulkheads acting as pillars 5 Wash bulkheads 97 5.1 General 5.2 Openings RINA Rules 2012 13
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 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
Page 67 and 68: 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
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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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