NZS 3101.1&2:2006 (Inc A1, A2 A3) · Concrete structures standard
General principles and design requirements for columns
Sub-clauses
- C10.3.1Strength calculations at the ultimate limit state
- C10.3.2Slenderness effects in columns
- C10.3.3Design cross-sectional dimensions for columns
- C10.3.5Transmission of axial force through floor systems
- C10.3.6Perimeter columns to be tied into floors
- C10.3.8Longitudinal reinforcement in columns
- C10.3.10Transverse reinforcement in columns
- C10.3.11Composite compression members
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.
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