NZS 3101.1&2:2006 (Inc A1, A2 A3) · Concrete structures standard

General principles and requirements

Sub-clauses

19.3.1General design assumptions
19.3.2Classification of prestressed members and sections
19.3.3Serviceability limit state requirements – flexural members
19.3.4Loss of prestress in tendons
19.3.5Ultimate limit state design requirements
19.3.6Flexural strength of beams and slabs
19.3.7Compression members – combined flexure and axial loads
19.3.8Statically indeterminate structures
19.3.9Redistribution of design moments for ultimate limit state
19.3.10Slab systems
19.3.11Shear strength
19.3.12Torsional strength
19.3.13Anchorage zones for post-tensioned tendons
19.3.14Curved tendons
19.3.15Corrosion protection for unbonded tendons
19.3.16Post-tensioning ducts
19.3.17Post-tensioning anchorages and couplers
19.3.18External post-tensioning

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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.