Code Of Practice For The Management Of Existing Stationary Container Systems Up To 60,000 Litres Capacity
Other citing documents: Environmental Protection Authority
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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.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.Section:
Appendix 3Context:
Listed as a Specification for Above Ground Stationary Tanks for Corrosive and Toxic SubstancesSection:
Appendix 6Context:
In all cases specifications must only be used for appropriate applications, and the most recent revision at the time of construction is applicable.Section:
Appendix 3Context:
Listed as a Specification for Above Ground Stationary Tanks for Corrosive and Toxic SubstancesSection:
Appendix 6Context:
In all cases specifications must only be used for appropriate applications, and the most recent revision at the time of construction is applicable.Section:
Appendix 3.1.4Context:
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.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.Section:
Appendix 3.1.4Context:
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.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.Section:
Appendix 6Context:
In all cases specifications must only be used for appropriate applications, and the most recent revision at the time of construction is applicable.Section:
Appendix 3.1.4Context:
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.