Ministry: Association of Rotational Moulders Australasia Inc
Section: 2.3
Citation Context:
As specified in AS/NZS 1170.0, the ultimate limit state design load case combinations to be examined shall be (but not limited to) the following... ...Should this not be the case then the load factor should be increased to 1.5 (refer Clause 4.2.3 of AS/NZS1170.0).
Ministry: Association of Rotational Moulders Australasia Inc
Section: 2.4
Citation Context:
Stability of the structure shall be maintained in accordance with Section 7.2.1 of AS/NZS1170.0 via either (but not limited to) one of the following methods...
Ministry: Ministry of Business, Innovation, and Employment: Building Systems Performance
Section: AS1, VM1, VM4
Ministry: Scaffolding and Rigging New Zealand
Section: 1.2.1.1
Citation Context:
Relevant standards are those related to… …This includes but is not limited to the following: ...AS/NZS 1170.0 Structural design actions - General principles...
Ministry: WorkSafe New Zealand
Section: Interpretation
Citation Context:
AS/NZS 1170.0 means the Australian/New Zealand standard AS/NZS 1170.0:2002 Structural design actions – Part 0: General principles
Ministry: New Zealand Transport Agency
Section: 7.2.3
Citation Context:
All overhead sign supports located within the clear zone must be specifically designed to Australian/New Zealand Standard 1170 Structural design action (AS/NZS 1170:2002) and be shielded behind an appropriately designed safety barrier.
Ministry: New Zealand Transport Agency
Section: 5.6
Citation Context:
The RSMA Compliance standard for traffic signs 2008 provides guidance and specifications for the design of frangible supports including reference to: specific designs to Australian Standard/New Zealand Standard 1170 Structural Design Actions Set (AS/NZS1170)
Ministry: WorkSafe New Zealand
Section: Temporary roofs
Citation Context:
Information on environmental loadings can be found in AS/NZS1576.1: Scaffolding - General requirements and AS/NZS1170.0: Structural Design Actions – General Principles.
Ministry: Ministry of Business, Innovation, and Employment: Building Systems Performance
Section: 3 Interpretation, Schedule Part 1
Citation Context:
AS/NZS 1170.0:2002 means the Joint Australian and New Zealand standard on Structural design actions - General Principles. A category 3 building is a building that is neither … but that is all or any of the following: (1)a building whose importance level (determined in accordance with table 3.2 (importance levels for building types - New Zealand structures) of AS/NZS 1170.0:2
Ministry: Association of Rotational Moulders Australasia Inc
Section: 2.1(iii)
Citation Context:
If it is found that roof loading is required, then the designer shall introduce additional loads as prescribed by AS/NZS 1170.1 with additional load combinations as per AS/NZS 1170.0.
Ministry: Scaffolding and Rigging New Zealand
Section: 1.2.2.1 Load combinations
Citation Context:
Load combinations for strength limit states should be in accordance with AS/NZS 1170.0 and its supplements, except that dead and live load combinations need to be as follows...
Ministry: WorkSafe New Zealand
Section: Design requirements
Citation Context:
Information on environmental loadings can be found in AS/NZS1576.1: Scaffolding - General requirements and AS/NZS1170.0: Structural Design Actions – General Principles.
Ministry: Ministry of Business, Innovation, and Employment: Building Systems Performance
Section: AS1
Ministry: WorkSafe New Zealand
Section: 6.0
Citation Context:
Listed as a relevant standard
Ministry: WorkSafe New Zealand
Section: 9.4
Citation Context:
The design of storage and transport frames should meet standards outlined in:... ...AS/NZS 1170 series: New Zealand structural design actions standard series... ...Storage racks, frames and supports should be designed for the shape, size and weight of the precast concrete element, and to resist the loads and forces applied to them. Design should consider wind zones and ground conditions, and refer to the latest version of the following standards:... ...New Zealand structural design actions standard (AS/NZS 1170)
Ministry: WorkSafe New Zealand
Section: Current Standards
Citation Context:
Structural Design Actions – General Principles. AS/NZS1170.0
Ministry: WorkSafe New Zealand
Section: 7(8)
Citation Context:
A relevant PCBU must ensure that a tank that is designed to carry loads on its roof incorporates additional loads as prescribed by AS/NZS 1170.1 with additional load combinations as prescribed by AS/NZS 1170.0.
Ministry: WorkSafe New Zealand
Section: 9(1)
Citation Context:
A relevant PCBU must ensure that, as specified in AS/NZS 1170.0, the ultimate limit state design load case combinations to be examined must include (without limitation)...
Ministry: WorkSafe New Zealand
Section: 10(1)
Citation Context:
A relevant PCBU must ensure that the stability of a tank against overturning and sliding caused by transient wind or earthquake loads is addressed in accordance with section 7.2.1 of AS/NZS1170.0, using a suitable method.
Ministry: Ministry of Business, Innovation, and Employment: Building Systems Performance
Section: 2. Flooring
Citation Context:
Springiness is acceptable provided that, unless otherwise specified, floors are built to the criteria in AS/NZS 1170.0:2002 – Structural design actions – Part 0: General principles or ...
Ministry: Scaffolding and Rigging New Zealand
Section: 6.13.3 Falsework design
Citation Context:
In determining what information to consult and how to approach falsework design, no single document provides all the answers. Sources of information for scaffolders, chartered and design engineers include: …AS/NZS 1170 parts 0 - 3 and NZS 1170.5; ...
Ministry: Ministry of Business, Innovation, and Employment: Building Systems Performance
Section: AS2
Ministry: Environmental Protection Authority
Section: Appendix 3, Clause 1.4(3)
Citation 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.
Ministry: Association of Rotational Moulders Australasia Inc
Section: 1.4
Citation Context:
AS/NZS 1170.0:2002 means the standard Structural design actions – Part 0: General principles