AS/NZS 5100.6:2017 · Bridge design - Part 6: Steel and composite construction
General design requirements
Sub-clauses
- 3.1General
- 3.2Design for ultimate (strength) limit state
- 3.3Design for serviceability limit state
- 3.4Design for strength and serviceability by load testing
- 3.5Avoidance of brittle fracture and lamellar tearing
- 3.6Fatigue
- 3.7Corrosion
- 3.8Design for fire resistance
- 3.9Particular design requirements—General
- 3.10Particular design requirements—Rail bridges
- 3.11Design for earthquake
- 3.12Reliability management
Korbel lists only the clause number and title for reference. It does not reproduce the text of AS/NZS 5100.6:2017. Always refer to the official published standard.
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