This section defines the structural design principles for the hull structure. The requirements establish how plating, stiffeners, primary supporting members, structural details, openings, local reinforcements and special arrangements shall be arranged so that loads are transmitted safely through the hull structure.The structural design principles shall be ap...
Subsections
2.1 General Structural Design Basis
2.1.1 Design Basis and Structural Function
2.1.2 Load Path and Structural Response
2.1.3 Structural Members and Support System
2.1.4 Design Verification Basis
2.1.5 Limits of General Structural Design Basis
2.2 Structural Continuity
2.2.1 General Continuity Requirement
2.2.2 Continuity at Member Terminations
2.2.3 Continuity in Transition Zones
2.2.4 Longitudinal Strength Members
2.2.4.1 General Requirement
2.2.4.2 Extent of Longitudinal Strength Members
2.2.4.3 Continuity at Transverse Members and Bulkheads
2.2.4.4 Alternative Arrangements and Verification
2.2.5 Compensation at Openings and Interruptions
2.2.5.1 General Requirement
2.2.5.2 Openings in Stiffeners and Primary Supporting Members
2.2.5.3 Openings in Decks, Shell Plating and Longitudinal Bulkheads
2.2.5.4 Reinforcement and Compensation Around Openings
2.2.5.4.1 Edge Reinforcement
2.2.5.4.2 Insert Plates and Compensation Plates
2.2.5.4.3 Shell Openings and Local Compensation
2.2.5.4.4 Compensation by Direct Assessment
2.2.5.4.5 Hatch Corner Insert Plates
2.2.5.5 Large Openings and Special Consideration
2.2.5.5.1 Small Openings and Spacing in Strength Deck
2.2.5.5.2 Large Openings and Effective Shear Area
2.2.5.5.3 Secondary Bending Around Large Openings
2.2.6 Gradual Transition of Plate Thickness and Section Properties
2.2.6.1 General Transition Requirement
2.2.6.2 Plate Thickness Transition
2.2.6.3 Insert Plate and Taper Length
2.2.6.4 Face Plate and Flange Width Transition
2.2.6.5 Transition of Longitudinal Strength Members
2.2.6.6 Verification in High Stress Areas
2.2.6.7 Transition Between Different Materials
2.3 Primary Supporting Structure
2.3.1 General Arrangement of Primary Supporting Members
2.3.2 Floors, Girders and Web Frames
2.3.3 Web Stiffeners of Primary Supporting Members
2.3.3.1 General Arrangement of Web Stiffeners
2.3.3.2 Web Stiffeners in High Shear Areas
2.3.3.3 Web Stiffeners Around Openings and Cut-outs
2.3.3.4 Connection of Web Stiffeners to Intersecting Members
2.3.3.4.1 General Connection Principle
2.3.3.4.2 Load Transmitted Through Shear Connection
2.3.3.4.3 Load Transmitted Through PSM Web Stiffener
2.3.3.4.4 Lug Plates, Collar Plates and Backing Brackets
2.3.3.4.5 Stress Checks and Acceptance
2.3.3.5 Web Stiffeners Subject to Fatigue or Direct Stress
2.3.3.5.1 Fatigue-Sensitive and High Direct Stress Locations
2.3.3.5.2 Soft Heel and Keyhole Arrangements
2.3.3.5.3 Offset PSM Web Stiffeners
2.3.3.5.4 Fillet Weld Sizing for Web Stiffener Connections
2.3.3.5.5 Openings, Scallops and Drain Holes in Fatigue-Sensitive Areas
2.3.4 Tripping Brackets and Lateral Support
2.3.4.1 General Arrangement of Tripping Brackets
2.3.4.2 Locations Requiring Tripping Brackets
2.3.4.3 Support of Wide Face Plates
2.3.4.4 Arm Length of Tripping Brackets
2.3.4.5 Backing Brackets and Tripping Flat Bars
2.3.5 End Connections of Primary Supporting Members
2.3.5.1 General End Connection Requirements
2.3.5.2 Scantling of End Brackets
2.3.5.3 Arrangement of End Brackets
2.3.5.4 Bracket Toes and Face Plate Termination
2.3.5.5 Special Considerations for Fatigue and Higher Strength Steel
2.3.6 Bracketless Connections
2.3.6.1 General Bracketless Connection Requirements
2.3.6.2 Bracketless Crossing Between Two Primary Supporting Members
2.3.6.3 Bracketless Crossing Between Three Primary Supporting Members
2.3.6.4 Cross-Joint Web Thickness and Flange Force Transfer
2.3.6.5 Stiffening, Buckling and Lamellar Tearing Considerations
2.3.7 Pillars and Cross Ties
2.3.7.1 General Arrangement of Pillars and Cross Ties
2.3.7.2 Support and Load Distribution at Heads and Heels
2.3.7.3 Pillars in Tanks and Special Spaces
2.3.7.4 Pillar Strength and Buckling Assessment
2.3.7.5 Contact Pressure at Pillar Connections
2.3.7.6 Doubling Plates, Insert Plates and Tensile Load Connections
2.3.8 Primary Supports for Bulkheads and Corrugated Bulkheads
2.3.8.1 Bulkheads Acting as Primary Supports
2.3.8.2 Stool Structures and End Support of Corrugated Bulkheads
2.3.8.3 Corrugation Geometry and Construction
2.3.8.4 Corrugation Depth and Effective Span
2.3.8.5 Section Modulus of Corrugations
2.3.8.6 Support Continuity, Diaphragms and Local Reinforcement
2.3.9 Verification of Primary Supporting Members
2.3.9.1 General Verification Requirements
2.3.9.2 Net Scantling and Corrosion Basis
2.3.9.3 Yield and Shear Stress Verification
2.3.9.4 Buckling Verification
2.3.9.5 Direct Strength and Finite Element Assessment
2.3.9.6 Fatigue-Sensitive and High Stress Details
2.3.9.7 Verification of Alternative Arrangements
2.3.9.8 Acceptance Criteria for Primary Supporting Members
2.3.9.8.1 General Application of Acceptance Criteria
2.3.9.8.2 Permissible Normal and Shear Stress
2.3.9.8.3 Combined Stress and Utilisation Check
2.3.9.8.4 Buckling Acceptance Criteria
2.3.9.8.5 Deformation and Stiffness Criteria
2.3.9.8.6 Fatigue Acceptance Criteria
2.3.9.8.6.1 Fatigue Detail Categories
2.3.9.8.6.2 S-N Curves and Design Life
2.3.9.8.6.3 Stress Range and Cumulative Damage
2.3.9.8.7 Direct Strength and Finite Element Acceptance
2.3.9.8.8 Acceptance of Alternative Arrangements
2.4 Stiffening Arrangement
2.4.1 General Stiffener Arrangement
2.4.2 Stiffener Spacing and Supported Plating
2.4.3 Stiffener Continuity and Alignment
2.4.4 Stiffener End Support and Load Transfer
2.4.5 Stiffeners in Way of Openings and Discontinuities
2.4.6 Stiffeners in High Shear and Fatigue-Sensitive Areas
2.4.7 Longitudinal Stiffeners in Strength-Critical Regions
2.4.8 Transverse Stiffeners, Frames and Secondary Members
2.4.9 Special Stiffening Arrangements
2.5 Plating Arrangement
2.5.1 General Plating Arrangement
2.5.2 Plate Fields and Supported Panels
2.5.2.1 Plate Panel Boundaries and Support
2.5.2.2 Panel Aspect Ratio and Effective Dimensions
2.5.2.3 Unsupported Plate Fields and Additional Support
2.5.2.4 Buckling and Deformation of Supported Panels
2.5.2.5 Local Plate Bending and Direct Assessment
2.5.3 Plating Continuity and Plate Strakes
2.5.3.1 Strength Deck and Sheer Strake Plating
2.5.3.2 Shell, Bilge and Bottom Strakes
2.5.3.3 Longitudinal Bulkhead and Inner Bottom Plating
2.5.4 Plate Thickness Transitions
2.5.4.1 Thickness Change and Tapering
2.5.4.2 Insert Plates in Thickness Transitions
2.5.4.3 Transition in Strength-Critical Areas
2.5.5 Insert Plates, Doublers and Local Plate Reinforcement
2.5.5.1 Insert Plates
2.5.5.2 Doubling Plates
2.5.5.3 Local Reinforcement Around Concentrated Loads
2.5.6 Plating in Way of Openings and Discontinuities
2.5.6.1 Openings in Strength Deck and Shell Plating
2.5.6.2 Hatch Corners and Rounded Openings
2.5.6.3 Penetrations, Manholes and Access Openings
2.5.6.4 Compensation and Edge Reinforcement
2.5.7 Plating Subject to Local Loads
2.5.7.1 Wheel Loads and Vehicle Deck Plating
2.5.7.2 Cargo and Equipment Loads
2.5.7.3 Machinery Foundations and Local Attachments
2.5.7.4 Mooring and Towing Equipment Loads
2.5.8 Plating in Tanks and Corrosion-Prone Areas
2.5.8.1 Tank Boundary Plating
2.5.8.2 Drainage, Cleaning and Inspection Access
2.5.8.3 Corrosion Protection and Coating Support
2.5.9 Special Plating Arrangements
2.6 Structural Details and Connections
2.6.1 General Detailing Requirements
2.6.2 Welded Connections and Weld Details
2.6.2.1 General Welded Connection Requirements
2.6.2.2 Butt Welds and Full Penetration Welds
2.6.2.3 Fillet Welds and Effective Throat
2.6.2.4 Weld Terminations, Intersections and Access
2.6.2.5 Fatigue-Sensitive Weld Details and Inspection
2.6.3 Brackets, Tripping Brackets and End Terminations
2.6.3.1 General Bracket and End Termination Requirements
2.6.3.2 End Brackets and Bracket Arms
2.6.3.3 Tripping Brackets and Lateral Support
2.6.3.4 Bracket Toes, Face Plates and Soft Terminations
2.6.3.5 Brackets in Fatigue-Sensitive and High Stress Areas
2.6.4 Cut-outs, Slots, Scallops and Drain Holes
2.6.4.1 General Arrangement of Cut-outs and Slots
2.6.4.2 Web Slots and Stiffener Passages
2.6.4.3 Scallops, Weld Access Holes and Rat Holes
2.6.4.4 Drain, Air and Limber Holes
2.6.4.5 Reinforcement and Compensation Around Openings
2.6.4.6 Small Openings, Spacing and Local Loads
2.6.5 Lug Plates, Collar Plates and Backing Structure
2.6.5.1 General Arrangement of Lug Plates, Collar Plates and Backing Structure
2.6.5.2 Lug Plates and Local Load Attachments
2.6.5.3 Collar Plates Around Slots and Penetrations
2.6.5.4 Backing Brackets and Backing Structure
2.6.5.5 Welding, Fit-up and Inspection of Lug, Collar and Backing Details
2.6.5.6 Fatigue-Sensitive and High Stress Lug or Collar Details
2.6.6 Sniped Ends, Soft Toes and Local Terminations
2.6.6.1 General Requirements for Local Terminations
2.6.6.2 Sniped Ends of Stiffeners and Local Members
2.6.6.3 Soft Toes and Tapered Transitions
2.6.6.4 Terminations in Fatigue-Sensitive and High Stress Areas
2.6.7 Doublers, Inserts and Local Attachment Details
2.6.7.1 General Use of Doublers, Inserts and Local Attachments
2.6.7.2 Insert Plates and Structural Renewal Details
2.6.7.3 Doubler Plates and Their Limitations
2.6.7.4 Local Attachment Pads and Temporary Fittings
2.6.7.5 Welding, Inspection and Corrosion Control for Added Plates
2.6.8 Fatigue-Sensitive Details and Workmanship
2.6.8.1 General Fatigue-Sensitive Detailing Requirements
2.6.8.2 Weld Profile, Weld Toe and Weld Termination Quality
2.6.8.3 Geometry Transitions and Stress Concentration Control
2.6.8.4 Workmanship, Tolerances and Fabrication Control
2.6.8.5 Direct Assessment and Inspection of Critical Details
2.6.9 Inspection, Access and Corrosion-Avoiding Details
2.6.9.1 General Inspection and Access Requirements
2.6.9.2 Drainage, Ventilation and Air Escape
2.6.9.3 Coating Access and Avoidance of Corrosion Traps
2.6.9.4 Inspection of Welds, Edges and Local Attachments
2.6.9.5 Maintainability and Repair-Friendly Detailing
2.7 Openings, Knuckles and Discontinuities
2.7.1 General Arrangement of Openings and Discontinuities
2.7.2 Openings in Strength Deck, Shell and Longitudinal Members
2.7.3 Openings in Stiffeners and Primary Supporting Members
2.7.4 Hatch Corners, Rounded Openings and Corner Radii
2.7.5 Knuckles, Changes of Plane and Geometric Discontinuities
2.7.6 Penetrations, Manholes and Access Openings
2.7.7 Reinforcement, Compensation and Direct Assessment
2.7.8 Fatigue, Inspection and Corrosion Considerations
2.8 Local Reinforcement Principles
2.8.1 General Requirement for Local Reinforcement
2.8.2 Reinforcement Around Concentrated Loads and Attachments
2.8.3 Insert Plates and Increased Thickness Reinforcement
2.8.4 Doublers and Local Attachment Plates
2.8.5 Collar Plates, Lug Plates and Backing Structure
2.8.6 Edge Reinforcement and Ring Reinforcement
2.8.7 Reinforcement in Fatigue-Sensitive Areas
2.8.8 Verification of Local Reinforcement
2.9 Special Structural Arrangements
2.9.1 General Requirement for Special Structural Arrangements
2.9.2 Non-Standard Load Paths and Structural Interaction
2.9.3 Large Local Structural Discontinuities
2.9.4 Movable, Removable or Intermittently Supported Structures
2.9.4.1 Movable or Removable Deck Structures
2.9.4.2 Ramps, Doors and Supporting Boundaries
2.9.4.3 Locking, Seating and Support Points
2.9.5 Special Foundations and Equipment Support Arrangements
2.9.5.1 Heavy Equipment and Machinery Foundations
2.9.5.2 Deck Machinery and Fitting Supports
2.9.5.3 Vibration and Fatigue-Sensitive Supports
2.9.6 Structural Arrangements for Special Spaces
2.9.6.1 Vehicle Decks and Ro-Ro Spaces
2.9.6.2 Cargo Holds and Special Cargo Support Areas
2.9.6.3 Machinery and Service Spaces
2.9.7 Mixed or Unusual Structural Materials and Interfaces
2.9.8 Verification and Acceptance of Special Structural Arrangements