AS 1684 PDF
Download as PDF, TXT or read online from Scribd. Flag for .. Residential timber-framed construction Part 1: Design criteria Part 2. AS is a four-part Australian Standard covering design criteria, building practices, tie-downs, bracing and span tables for timber framing members. By complying with this Standard, users are ‘deemed to satisfy’ the requirements of the Building Code of Australia. AS Residential Timber. Framed Construction. Bracing Example http://www. myavr.info Bracing Example.
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This Standard is a companion publication to the following: AS. Residential timber-framed construction. Part 1: Design criteria. myavr.info as 4 pdf. AS Residential timber-framed construction_non cyclonic myavr.info - Free ebook download. View Homework Help - ASResidential-timber-framed-construction- myavr.info from C at Royal Melbourne Institute of.
Copyright permission has been provided by SAI Global solely for the purpose of education, so this document is not for general distribution. AS Ten User Guides have been developed to assist builders, designers and architects with the interpretation of particular aspects of the Standard. Detailed information, recommendations and worked examples are included.
AS 1684.3-2010 Residential timber-framed construction Cyclonic areas
Previous versions should be discarded and replaced with this new edition that were delivered in hardcopy to many institutions. The standard is a very large document so we have provided the annotated version in 14 separate files for download.
The PowerPoint presentations and user guides are listed with the sections they are relevant to. Skip to main content. Below is a list of the 4 sections of AS and links for purchase: AS Educational Resource Package. How to use this guide.
Attachment Size AS Introduction. Section 1: Scope and General.
Section 2: Terminology and Definitions. Section 3: Section 4: Floor Framing.
Section 5: Flooring and Decking. Section 6: Wall Framing. Section 7: Roof Framing.
Section 8: Racking and Shear Forces Bracing. Section 9: Fixings and Tie-Down Design.
AS Design criteria First published as AS Reissued incorporating Amendment No. 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.
This Standard incorporates Amendment No.
The changes required by the Amendment are indicated in the text by a marginal bar and amendment number against the clause, note, table, figure, or part thereof affected. This Standard is the result of a consensus of representatives on the Joint Committee that it be produced as an Australian Standard.
The objective of this Standard is to provide users with the design methods, assumptions and other design criteria, which have been used in the preparation of the Span Tables, uplift forces and racking pressures contained within AS This Standard is a companion publication to the following: The design criteria apply for the preparation of design data for traditional timber-framed construction where the loading and performance requirements correspond to those for Class 1 and Class 10 buildings as defined by the Building Code of Australia.
This Standard should be read in conjunction with AS Whilst this Standard may be used as a reference for the design of Class 10 buildings, less conservative levels of design for this building class may be permitted by building regulations and other Australian Standards.
The use of the design criteria contained in this Standard may provide evidence of satisfactory safety and serviceability performance. Dead and live loads and load combinations Part 2: Wind loads Part 3: Snow loads Part 4: Earthquake loads Non-cyclonic areas Part 3: Cyclonic areas Part 4: Simplified —Non-cyclonic areas Design criteria revised 1.
The criteria have been formulated for the preparation of generalized design data for houses constructed using the traditionally evolved timber framing system as described in AS The design criteria are based upon the assumptions described in Clauses 1.
AS 1684-2010 Standard and Amendments
For further definitions of these limitations refer to AS These assumptions are based upon the methods of assembly and materials given in AS Changes in materials both structural and non-structural and the use of installation methods other than those given in AS In the selection of materials, specific consideration should be given to the risk of and resistance to biological attack and corrosion, long-term durability of adhesives and the long-term strength and rigidity of materials taking into account the short-term and long-term conditions of exposure.
For other materials, the design procedures and assumptions may require modification in accordance with the requirements of AS Where mass allowances different from those referred in the Standard are used, then such variation should be noted in any published data.In the event of war with Spain, France or the United Provinces, English merchant and war vessels would have recourse to a safe retreat in the Straits.
Where the nail length is not specified in Table 5. These assumptions are based upon the methods of assembly and materials given in AS Lintels shall be used in conjunction with top plates, ledgers and, where required, lintel trimmers. Perhaps if Tangier had remained under the English lag until the time of the Act of Union, this historical injustice might have been redressed.
Figure 9. Each alternate connection shall be fixed to opposite sides of the hanging beam see Figure 7. See Clause 8. Scope This Standard specifies requirements for building practice and the selection, placement and fixing of the various structural elements used in the construction of timber-framed Class 1 and Class 10 buildings as defined by the Building Code of Australia and within the limitations given in Clause 1.
It was approved on behalf of the Council of Standards Australia on 21 December
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