AS/NZS 5100.6:2017 · Bridge design - Part 6: Steel and composite construction
Calculation of stress ranges
Sub-clauses
- 13.9.1General
- 13.9.2Design value of the nominal stress range
- 13.9.3Design value of the modified nominal stress range
- 13.9.4Design value of the modified nominal stress range for welded joints of hollow sections
- 13.9.5Design value of the stress range for geometrical (hot spot) stress
- 13.9.6Shear connectors
- 13.9.7Equivalent nominal stress range at 2 million cycles
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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