NZS 4297:1998 · Engineering design of earth buildings
Flexure with or Without Axial Load
Sub-clauses
- 6.1Notation
- 6.2Scope
- 6.3General principles and requirements
- 6.4Unreinforced earth
- 6.5Principles and requirements additional to 6.3 for members not designed for seismic loading
- 6.6Principles and requirements additional to 6.3 for members designed for seismic loading
- 6.1– Reduction factor ( k) for slenderness and eccentricity
- 6.1– Loading positions and effective areas of dispersion
Korbel lists only the clause number and title for reference. It does not reproduce the text of NZS 4297:1998. Always refer to the official published standard.
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