1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
    4.1 Symbols
    4.2 Abbreviated terms
5 Basic requirements
    5.1 General
    5.2 Hazards and risk assessment
    5.3 Actions and representative values
    5.4 Loading situations, action combinations and action
         factors
    5.5 Analysis
    5.6 Structural strength and partial resistance factors
    5.7 Model testing
    5.8 Recognised classification society
    5.9 Material
6 Materials and section properties
    6.1 Materials
    6.2 Buckling and shear lag effects
    6.3 Buckling effective widths at the ultimate limit state
    6.4 Classification of sections for local buckling
    6.5 Shear lag in member design
7 Actions and action effects
    7.1 General
    7.2 Permanent actions and representative values
    7.3 Variable actions and representative values
    7.4 Environmental actions and representative values
    7.5 Accidental actions
    7.6 Fixed actions
    7.7 Free actions
    7.8 Static actions
    7.9 Dynamic actions
8 Loading situations and global analysis
    8.1 General
    8.2 Static and mean response analyses
    8.3 Global dynamic behaviour
    8.4 Frequency domain analysis
    8.5 Time domain analysis
    8.6 Resonant excitation and response
    8.7 Model tests
    8.8 Assessment situations for structural analysis
9 Structural modelling, analysis and assessment
    9.1 General
    9.2 Representative values of actions
    9.3 Scantlings for assessment
    9.4 Modelling
    9.5 Structural analysis
    9.6 Structural strength
    9.7 Assessment checks
10 Plates
    10.1 General
    10.2 Elastic-plastic large deflection analysis
    10.3 Plates subject to tension, compression, in-plane
         bending or shear
    10.4 Plates subject to tension, compression, in-plane
         bending or in-plane shear combined with lateral
         pressure
    10.5 Plates subject to combined in-plane actions and
         lateral pressure
    10.6 Elastic large deflection analysis
11 Stiffened panels
    11.1 Collapse modes
    11.2 Elastic-plastic large deflection analysis
    11.3 Stiffened panels subject to combined in-plane actions
         and lateral pressure
12 Structural members
    12.1 General
    12.2 Section properties
    12.3 Members subject to tension
    12.4 Members subject to compression
    12.5 Members subject to uniaxial bending
    12.6 Members subject to shear
    12.7 Members subject to torsion
    12.8 Members subject to shear, bending and axial actions
    12.9 Members subject to bending and axial forces
13 Stiffeners and detailing
    13.1 General
    13.2 Stiffener cross-sectional slenderness requirements
    13.3 Web transverse stiffeners
    13.4 Flange transverse stiffeners
    13.5 Transverse ring
14 Hull girders
    14.1 General
    14.2 Elastic-plastic large deflection analysis
    14.3 Hull girder strength
15 Welded connections
    15.1 Through-thickness tension
    15.2 End returns and end connections
    15.3 Lap joints
    15.4 Intermittent fillet welds
    15.5 Structural hollow sections (SHS)
    15.6 Welded connections to unstiffened flanges
    15.7 Fillet weld strength
    15.8 Fillet weld capacity
    15.9 Butt weld capacity
ANNEX A (informative) - Additional information and guidance
    A.5.2 Hazards and risk assessment
    A.7.4.3 Current
    A.8 Loading situations and global analysis
    A.8.2 Static and mean response analyses
    A.9.2.3 Representative values of actions for temporary phases
    A.9.4.1 General
    A.9.4.2 Global models
    A.9.4.3 Local models
    A.9.4.4 Response evaluation
    A.9.4.5 Model verification
    A.9.5.4 Non-linear analysis
    A.11.1 Stiffened panel collapse modes
    A.12.4.3 Compressive buckling effective lengths
    A.12.9.3 Interactive buckling
    A.14.3 Hull girder strength
    A.14.3.1 Vertical bending moment
    A.14.3.2 Horizontal bending moment
    A.14.3.3 Vertical shear force
    A.14.3.4 Horizontal shear force
    A.14.3.5 Torsion
    A.14.3.6 Combined hull girder actions