AS/NZS 5100.6:2017 · Bridge design - Part 6: Steel and composite construction
Steel beams
Sub-clauses
- 5.1Design for bending moment
- 5.2Section moment capacity for bending about a principal axis
- 5.3Member capacity of segments with full lateral restraint
- 5.4Restraints
- 5.5Critical flange
- 5.6Member capacity of segments without full lateral restraint
- 5.7Bending in a non-principal plane
- 5.8Design of webs
- 5.9Arrangement of webs
- 5.10Shear capacity of webs
- 5.11Interaction of shear and bending
- 5.12Compressive bearing action on the edge of a web
- 5.13Design of loadbearing stiffeners
- 5.14Design of intermediate transverse web stiffeners
- 5.15Design of longitudinal web stiffeners
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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