Standards New Zealand :: Citations by Code Of Practice For The Management Of Existing Stationary Container Systems Up To 60,000 Litres Capacity

AS/NZS 1170.1:2002 Structural design actions - Part 1: Permanent, imposed and other actions

CURRENT

Section:

Appendix 3, Clause 1.4(3)

Context:

An engineer experienced in the design of reinforced plastic tanks must undertake calculations substantiating the design of the tank, using the appropriate sections of NZS 3106: 1986 Code of practice for concrete structures for the storage of liquids, to determine the dynamic liquid loads; NZS 4203: 1992 Code of practice for general structural design and design loadings for buildings (or AS/NZS 1170, and NZS 4219: 1983 Specification for seismic resistance of engineering systems in buildings.

AS/NZS 1170.2:2002 Structural design actions - Wind actions

SUPERSEDED

Section:

Appendix 3, Clause 1.4(3)

Context:

An engineer experienced in the design of reinforced plastic tanks must undertake calculations substantiating the design of the tank, using the appropriate sections of NZS 3106: 1986 Code of practice for concrete structures for the storage of liquids, to determine the dynamic liquid loads; NZS 4203: 1992 Code of practice for general structural design and design loadings for buildings (or AS/NZS 1170, and NZS 4219: 1983 Specification for seismic resistance of engineering systems in buildings.

AS/NZS 4452:1997 The storage and handling of toxic substances

CURRENT

Section:

Appendix 3

Context:

Listed as a Specification for Above Ground Stationary Tanks for Corrosive and Toxic Substances

NZS/API 650:1998 Welded steel tanks for oil storage

CURRENT

Section:

Appendix 3

Context:

Listed as a Specification for Above Ground Stationary Tanks for Corrosive and Toxic Substances

NZS 7521:1971 Specification for underground steel storage tanks and their fittings, for the petroleum industry. (Non-pressurized, horizontal, cylindrical, flat-ended)

WITHDRAWN

Section:

Appendix 6

Context:

In all cases specifications must only be used for appropriate applications, and the most recent revision at the time of construction is applicable.

NZS/BS 2654:1989 Specification for manufacture of vertical steel welded non-refrigerated storage tanks with butt-welded shells for the petroleum industry

WITHDRAWN

Section:

Appendix 6

Context:

In all cases specifications must only be used for appropriate applications, and the most recent revision at the time of construction is applicable.

NZS 3106:1986 Code of practice for concrete structures for the storage of liquids

CURRENT

Section:

Appendix 3.1.4

Context:

Requirements for the construction of reinforced plastic tanks which do not conform to the requirements of BS 4994: 1987 or AS 2634–1983 are as follows: An engineer experienced in the design of reinforced plastic tanks must undertake calculations substantiating the design of the tank, using the appropriate sections of NZS 3106: 1986 Code of practice for concrete structures for the storage of liquids, to determine the dynamic liquid loads; NZS 4203: 1992 Code of practice for general structural design and design loadings for buildings (or AS/NZS 1170, and NZS 4219: 1983 Specification for seismic resistance of engineering systems in buildings.

NZS 4219:1983 Specification for seismic resistance of engineering systems in buildings

SUPERSEDED

Section:

Appendix 3.1.4

Context:

Requirements for the construction of reinforced plastic tanks which do not conform to the requirements of BS 4994: 1987 or AS 2634 – 1983 are as follows: An engineer experienced in the design of reinforced plastic tanks must undertake calculations substantiating the design of the tank, using the appropriate sections of NZS 3106: 1986 Code of practice for concrete structures for the storage of liquids, to determine the dynamic liquid loads; NZS 4203: 1992 Code of practice for general structural design and design loadings for buildings (or AS/NZS 1170, and NZS 4219: 1983 Specification for seismic resistance of engineering systems in buildings.

AS/NZS 1170.3:2003 Structural design actions - Part 3: Snow and ice actions

CURRENT

Section:

Appendix 3, Clause 1.4(3)

Context:

An engineer experienced in the design of reinforced plastic tanks must undertake calculations substantiating the design of the tank, using the appropriate sections of NZS 3106: 1986 Code of practice for concrete structures for the storage of liquids, to determine the dynamic liquid loads; NZS 4203: 1992 Code of practice for general structural design and design loadings for buildings (or AS/NZS 1170, and NZS 4219: 1983 Specification for seismic resistance of engineering systems in buildings.

NZS 4203:1992 Volumes 1 & 2 General structural design and design loadings for buildings

SUPERSEDED

Section:

Appendix 3.1.4

Context:

Requirements for the construction of reinforced plastic tanks which do not conform to the requirements of BS 4994: 1987 or AS 2634 – 1983 are as follows: An engineer experienced in the design of reinforced plastic tanks must undertake calculations substantiating the design of the tank, using the appropriate sections of NZS 3106: 1986 Code of practice for concrete structures for the storage of liquids, to determine the dynamic liquid loads; NZS 4203: 1992 Code of practice for general structural design and design loadings for buildings (or AS/NZS 1170, and NZS 4219: 1983 Specification for seismic resistance of engineering systems in buildings.

AS/NZS 1170.0:2002 Structural design actions - Part 0: General principles

CURRENT

Section:

Appendix 3, Clause 1.4(3)

Context:

An engineer experienced in the design of reinforced plastic tanks must undertake calculations substantiating the design of the tank, using the appropriate sections of NZS 3106: 1986 Code of practice for concrete structures for the storage of liquids, to determine the dynamic liquid loads; NZS 4203: 1992 Code of practice for general structural design and design loadings for buildings (or AS/NZS 1170, and NZS 4219: 1983 Specification for seismic resistance of engineering systems in buildings.

NZS 1841:1964 Fusion welded pressure tanks

WITHDRAWN

Section:

Appendix 6

Context:

In all cases specifications must only be used for appropriate applications, and the most recent revision at the time of construction is applicable.

Environmental Protection Authority

Code Of Practice For The Management Of Existing Stationary Container Systems Up To 60,000 Litres Capacity

Other citing documents: Environmental Protection Authority

AS/NZS 1170.1:2002 Structural design actions - Part 1: Permanent, imposed and other actions

AS/NZS 1170.2:2002 Structural design actions - Wind actions

AS/NZS 4452:1997 The storage and handling of toxic substances

NZS/API 650:1998 Welded steel tanks for oil storage

NZS 7521:1971 Specification for underground steel storage tanks and their fittings, for the petroleum industry. (Non-pressurized, horizontal, cylindrical, flat-ended)

NZS/BS 2654:1989 Specification for manufacture of vertical steel welded non-refrigerated storage tanks with butt-welded shells for the petroleum industry

NZS 3106:1986 Code of practice for concrete structures for the storage of liquids

NZS 4219:1983 Specification for seismic resistance of engineering systems in buildings

AS/NZS 1170.3:2003 Structural design actions - Part 3: Snow and ice actions

NZS 4203:1992 Volumes 1 & 2 General structural design and design loadings for buildings

AS/NZS 1170.0:2002 Structural design actions - Part 0: General principles

NZS 1841:1964 Fusion welded pressure tanks