AS/NZS 1170.1 FREE DOWNLOAD

Actions due to wind or earthquake need not be assumed to act concurrently with the loads given in Table 3. The following are represented on Committee BD If provision for such loads is required, the loads should be given in the specification for the building. However, NZS , General structural design and design loadings for buildings remains current in New Zealand until the publication of all parts including Part 4: The horizontal imposed action on barriers required to withstand the accidental impact from vehicles during parking shall be taken as follows:

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General principles Part 2: Consumer Affairs Victoria Opens in new window. Structures for 117.1 provision is to be made for movable partitions shall be designed for the anticipated weight of the partitions placed in any probable positions but not less than a uniformly distributed permanent load of 0.

Areas without obstacles for moving people and not susceptible to over-crowding Stairs, landings, external balconies, edges of roofs, etc. Where the structural element is not required to support a person before the cladding is in place, and there is headroom of less than 1.

The requirements or recommendations contained in published Standards are a consensus of the views of representative interests and also take account of comments received from other sources. The horizontal imposed action on barriers required to withstand the accidental impact from vehicles during parking shall be taken as follows: The imposed actions given in this Section include sufficient allowance for the effects of vertical impact arising from the usual movement of people and shifting of furniture.

Structural design _百度文库

This Standard gives values that are either equivalent to or greater than those in ISO This Standard is Part 1 of the series Structural design actions, which comprises the following parts, each of which has an accompanying Commentary published as a Supplement: Horizontal imposed actions due to crowd movement asn/zs be taken as follows: Roof cladding inclusive of any associated protective mesh, or similar, which is required to support actions incidental to maintenance.

The imposed loads used for the design 1170.1 structures supporting such loads shall be— a b provided by the manufacturer of that machinery based on an appropriate dynamic assessment; or derived from ASAS or NZSas applicable.

Areas subject to accumulation of goods. For most of the boards, values in Column 2 are given only for the given thickness of board. This Standard no longer includes the 4.

Earthquake action and for a transition period afterwards. Alternatively, both organizations publish an annual printed Catalogue with full details of all current Standards. Vehicles exceeding kg and not exceeding 10 kg. Table B1 includes values for the following: 170.1 and signage However, NZSGeneral structural design and design loadings for buildings remains current in New Zealand until the publication of all parts including Part 4: Reissued with Amendment No.

The impact force shall be distributed over a 1. Dynamic effects due to vibrating machinery are covered separately in Clause 3. Structural design actions Part 1: Roofs not accessible except for normal maintenance, repair, painting and minor repairs are divided into the following categories: This Amendment applies to the Preface.

For information about these services, users should contact their respective national Standards organization. These standards are developed through an open process of consultation and consensus, in which all interested parties are invited to participate.

Standards Catalogue

Stored materials where the resultant actions are consistent with the definition for permanent action. Distributed over the actual area of application or if the actual area is not known or otherwise stipulated in Tables 3. Statements expressed in mandatory terms in notes to tables are deemed to be an integral part of this Standard.

The provision for occasional loading of 4. To maintain their currency, all Standards are periodically reviewed, and new editions are published. In order to avoid confusion, the Amendment has not yet been incorporated into the clauses of the Standard because, at the time of publication of the Amendment, they had not yet been referenced by the BCA.