NZS 4230:2004 · Design of reinforced concrete masonry structures
Reinforcement
Sub-clauses
- 6.1Notation
- 6.2Scope
- 6.3General principles and requirements for all structures
- 6.4Principles and requirements additional to 6.3 for structures designed using a limited ductile or ductile seismic design philosophy
- 6.1– Minimum diameters of bend for Class E steel bars to AS/NZS 4671 other than stirrup and tie bends
- 6.2– Minimum diameters of bends for stirrups and ties for Class E steel bars to AS/NZS 4671
- 6.1– Standard hooks
Korbel lists only the clause number and title for reference. It does not reproduce the text of NZS 4230:2004. Always refer to the official published standard.
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