NZS 3101.1&2:2006 (Inc A1, A2 A3) · Concrete structures standard
Elongation
Sub-clauses
- 7.8.1Elongation in reinforced concrete members and interaction of structural elements
- 7.8.2Magnitude of elongation in plastic regions for the ultimate limit state
- 7.8.3Magnitude of elongation in plastic regions for the maximum considered earthquake
- 7.8.4Magnitude of elongation in plastic regions for the serviceability limit state
Korbel lists only the clause number and title for reference. It does not reproduce the text of NZS 3101.1&2:2006 (Inc A1, A2 A3). Always refer to the official published standard.
Comments
Sign in as an individual to comment.