AS/NZS 5100.6:2017
Bridge design - Part 6: Steel and composite construction
Standards New Zealand
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Sections
- 1Scope and general
- 2Materials
- 3General design requirements
- 4Methods of structural analysis
- 5Steel beams
- 6Composite beams
- 7Box and longitudinally stiffened girders
- 7.8.1General
- 7.8.2Spacing of shear connectors
- 7.8.3Design of shear connectors
- 8Transverse members and restraints
- 9Members subject to axial tension
- 10Members subject to axial compression
- 11Members subject to combined actions
- 12Connections
- 13.1Scope
- 13.2Exclusions
- 13.3Definitions
- 13.4Notation
- 13.5General requirements
- 13.6Assessment methods
- 13.7Stresses from fatigue actions
- 13.8Calculation of stress
- 13.9Calculation of stress ranges
- 13.10Fatigue strength
- 13.11Fatigue verification
- 14Brittle fracture and lamellar tearing
- 15Testing of structures or elements
- 16.1General
- 16.2Material
- 16.3Fabrication procedures
- 16.4Geometrical tolerances
- 17.1General
- 17.2Erection procedures
- 17.3Geometrical tolerances
- A(informative) Elastic resistance to lateral buckling
- B(informative) Strength of stiffened web panels under combined actions
- C(normative) Second order elastic analysis
- D(normative) Eccentrically loaded double-bolted or welded single angles in trusses
- E(informative) Interaction curves for composite columns
- F(normative) Modification of existing structures
- G(informative) Corrosion rate maps
- H(normative) Requirements—Steel other than specified in Section 2 (New Zealand only)
- I(normative) Fatigue
- J(informative) Guidance on using steels other than steels specified in Section 2 (New Zealand only)
- K(normative) Statistical data
- L(informative) Guidance on determination of the construction category