AS/NZS 5100.6:2017 · Bridge design - Part 6: Steel and composite construction
Members subject to axial compression
Sub-clauses
- 10.1Design for axial compression
- 10.2Section capacity
- 10.3Nominal member capacity
- 10.4Laced and battened compression member
- 10.5Compression members back-to-back
- 10.6Composite compression members
- 10.7Detailing provisions—Minimum reinforcement
- 10.8Verification of composite columns for serviceability limit states
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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