No part of this work may be reproduced or copied in any form or by any means, electronic or mechanical, including photocopying, without the written permission of the publisher. In the absence of such information, the factors given in Clauses 3. Areas for equipment and plant Specific uses Uniformly distributed actions kPa Reading rooms with book storage, e. For partial loading on continuous beams, the span or two adjacent spans that contains the effect under consideration shall be loaded with an imposed load intensity, as determined from Clause 3.
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Thus in order to classify an area under consideration, the design must consider the type of activities that occur in that area. The impact force shall be distributed over a 1. ISO states that the values it gives are the lowest values given in the National Standards that were considered.
For other thicknesses, proportional values may be taken. This Standard does conform to ISO as170.1 all values except for the distributed load for parking, which is given as 3.
Areas without obstacles for moving people and not susceptible to over-crowding Stairs, landings, external balconies, edges of roofs, etc. Notes to the text contain information and guidance and are not considered to be an integral part of the Standard. The distributed and concentrated imposed loads shall be considered separately and design carried out for the ss1170.1 adverse effect.
Between editions, amendments may be issued.
Statements expressed in mandatory terms in notes to tables are deemed to be an integral part of this Standard. To maintain their currency, all Standards are periodically reviewed, and new editions are published. These standards are developed through an open process of consultation and consensus, in which all interested parties are invited to participate.
They reflect the latest scientific and industry experience.
General principles Part 2: They shall be considered as three separate load cases. It is not used in Europe or North America. If provision for such loads is required, the loads should be given in the aas1170.1 for the building. Dead and live loadsand in part NZS 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.
AS/NZS - Standards Australia
The provision for occasional loading of 4. This Standard no longer includes the 4. We also welcome suggestions for improvement in our Standards, and especially encourage readers to notify us immediately of any apparent inaccuracies or ambiguities.
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.
Actions due to wind or earthquake need not be assumed to act concurrently with the loads given in Table 3.
For floor loads, the intensity of the imposed load shall be appropriate to the loaded portion of the area under as1170.11 see Clause 3. Dynamic effects due to vibrating machinery are covered separately in Clause 3. The imposed braking action shall be half the static load imposed by the gross mass of the vehicle.
Where a stair tread or landing is structurally independent of as117.1 adjoining elements, it shall be capable of withstanding a line load of 2. International Involvement Standards Australia and Standards New Zealand are responsible for ensuring that the Australian and New Zealand viewpoints are considered in the formulation of international Standards and that the latest international experience is incorporated in national and Joint Standards.
This usage under B, E is for access to and safe working at places normally used by operating, inspection, maintenance and servicing personnel. Loads due to silos and bunkers are not covered in this Standard.
This higher value is not used in Europe or North America. For platforms without seats N per square metre of plan area 0. This includes permanently fixed wiring, reticulated services and other permanent equipment as appropriate. Driveways, ramps, repair workshops, footpaths with as11701. access, and car parking 2. For domestic garages with timber floors, this may be reduced to 9 kN applied over an area of 0.
Standards may also be withdrawn.