NZS 3101.1&2:2006 (Inc A1, A2 A3) · Concrete structures standard
Additional design requirements for beam-column joints with ductile, includinglimited ductile, members adjacent to the joint
Sub-clauses
- 15.4.1General
- 15.4.2Design forces
- 15.4.3Design assumptions
- 15.4.4Horizontal joint shear reinforcement
- 15.4.5Vertical joint shear reinforcement
- 15.4.6Joints with wide columns and narrow beams
- 15.4.7Eccentric beam-column joints
- 15.4.8Maximum diameter of longitudinal beam bars passing through joints
- 15.4.9Maximum diameter of column bars passing through joint
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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