NZS 3101.1&2:2006 (Inc A1, A2 A3) · Concrete structures standard
Empirical design of corbels or brackets
Sub-clauses
- C16.5.1Depth at outside edge
- C16.5.2Design actions at the critical section
- C16.5.3Shear-friction reinforcement
- C16.5.4Maximum shear stress
- C16.5.5Reinforcement for flexure
- C16.5.6Reinforcement for axial tension force
- C16.5.7Primary tension reinforcement
- C16.5.8Closed stirrups or ties
- C16.5.9Ratio p
- C16.5.10Reinforcement As
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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