NZS 4230:2004
Design of reinforced concrete masonry structures
Standards New Zealand
Pick a clause from the contents on the left to see community comments and worked examples, or jump into a section below.
Sections
- 1General
- 2Definitions
- 3Limit State Design Requirements and Material Properties
- 4Design for Durability
- 5Design for Fire Resistance
- 6Reinforcement
- 7Structural Walls
- 8Beams
- 9Columns
- 10Structural Component Design
- 11Beam-Column Joints
- 12Secondary Structural Elements
- A1– Maximum concrete masonry stresses and steel stress range for the design of sections at the serviceability limit state
- C1– Design strength in shear and tension of bolts cast into reinforced masonry
- F1– Maximum height of unreinforced masonry veneers which are subject to specific design (m)
- C1– Typical bolt detail
- C2– Edge distance requirements