NZS 4230:2004 · Design of reinforced concrete masonry structures
Design for Fire Resistance
Sub-clauses
- 5.1Notation
- 5.2Scope
- 5.3Design requirements
- 5.4Fire resistance ratings for walls
- 5.5Fire resistance ratings for beams
- 5.6Fire resistance ratings for columns
- 5.7Fire resistance ratings from fire tests
- 5.8Fire resistance rating by calculation
- 5.9Increase of fire resistance ratings by use of insulating materials
- 5.1– Minimum wall thickness for fire resistance ratings for insulation
- 5.2– Minimum cover to vertical reinforcement and tendons for stability of walls
- 5.3– Stability requirements – Simply supported beams
- 5.4– Stability requirements – Continuous beams
- 5.1– Standard furnace temperature-time curve
- 5.2– Changes to moments in continuous beams during a fire
- 5.3– Stability requirements – Columns
- 5.4– Values of elastic modulus to be used in determining fire resistance rating by calculation
- 5.5– Values of strength to be used in determining fire resistance rating by calculation
Korbel lists only the clause number and title for reference. It does not reproduce the text of NZS 4230:2004. Always refer to the official published standard.
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