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