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AS 3700-1998 Masonry structures

Standards Australia

Version:  Second Edition 1998.  (Superseded)
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Publication date
01-01-1998
Pages
126
Current status
Superseded
Supersedes

Supersedes: AS 3700-1988 Masonry in buildings (known as the SAA Masonry Code)

Description

This Standard incorporates Amendment No. 1 (May 1999) and Amendment No. 2
(June 2000). The changes required by the Amendments are indicated in the text by a
marginal bar and amendment number against the clause, figure, or part thereof affected.

The objective of this Standard is to provide minimum requirements for the design and
construction of unreinforced, reinforced and prestressed masonry, including built-in
components, for use in masonry applications.

The Standard is the result of a consensus among representatives on the Joint Committee
that it be produced as an Australian Standard.

In the preparation of this Standard valuable assistance was given by organizations and
individuals experienced in various aspects of the design and construction of masonry, and
the Committee acknowledges their help.

Acknowledgment is also made of the assistance gained from the following documents and
publications:

(a) Australian Masonry Manual, published by a joint committee of the Public Works
Department, N.S.W. and the Association of Consulting Structural Engineers, N.S.W.
(b) Publications of the Clay Brick and Paver Institute; the Concrete Masonry
Association of Australia Co-op Limited; the CSIRO Division of Building,
Construction and Engineering; and the Department of Civil, Surveying and
Environmental Engineering of the University of Newcastle.

Significant new developments incorporated into the Standard include the following:

(i) An increased use of performance-type specification of requirements, rather than
prescription specification, to encourage sound continuing development in all aspects
of masonry construction.
(ii) The inclusion of the virtual work method for the design of unreinforced masonry
subject to wind or earthquake loads, which addresses window and door openings of
wall panels and also covers panels not fixed at one end.
(iii) Additional requirements for structures subject to earthquake actions.
(iv) Requirements for the design of prestressed masonry.
(v) Requirements for the design and construction with AAC (autoclaved aerated
concrete) units.
(vi) A design method for wall ties.

Statements expressed in mandatory terms in notes to tables and figures are deemed to be
requirements of this Standard.

The terms ‘normative’ and ‘informative’ have been used in this Standard to define the
application of the appendix to which they apply. A ‘normative’ appendix is an integral
part of a Standard, whereas an ‘informative’ appendix is only for information and
guidance.

First published in part as AS CA32-1963. Second edition 1967. AS CA47 first published 1969. Revised and redesignated AS 1640-1974. AS CA32-1967 revised and redesignated AS 1475.1-1977. AS 1475.2 first published 1983. AS 1640-1974, AS 1475.1-1977 and AS 1475.2-1983 revised, amalgamated and redesignated AS 3700-1988. Second edition 1998.

Scope

This Standard sets out minimum requirements for the design and construction of masonry, including unreinforced, reinforced and prestressed, using manufactured units of clay, calcium silicate and concrete laid in mortar, autoclaved aerated concrete (AAC) laid in thin-bed mortar, and square-dressed natural stone laid in mortar.

The Standard does not give values or material properties for the design and construction
of square-dressed natural stone.

NOTES:

1: This Standard assumes that the structural design of masonry is entrusted to experienced
structural engineers or similar appropriately qualified persons, and that the execution of
such work is carried out under the direction of appropriately qualified persons who are
experienced in masonry construction and who understand the structural requirements.

2: The Standard does not give specific requirements for prefabricated masonry panels or
masonry in composite action with steel or concrete structural members. The principles of
this Standard should be followed, as far as they are applicable, for such types of
construction.

3: The provisions of this Standard do not include specification for design and construction of
AAC laid in other than thin-bed mortar. However, for masonry so constructed the general
principles of this Standard may be used.

Contents:

Section 1: Scope And General
Section 2: Performance Requirements For Design
Section 3: Design Properties
Section 4: General Design Aspects
Section 5: Design For Durability
Section 6: Design For Fire Resistance
Section 7: Structural Design Of Unreinforced Masonry
Section 8: Structural Design Of Reinforced Masonry
Section 9: Structural Design Of Prestressed Masonry
Section 10: Materials
Section 11: Construction
Appendix A: Additional Requirements For Structures Subject To Earthquake Actions
Appendix B: Determination Of Characteristic Value  
Appendix C: Method Of Test For Compressive Strength  
Appendix D: Method Of Test For Flexural Strength
Appendix E: Atmospheric Environments
Appendix F: ‘Not Applicable’
Appendix G: Guidance In The Use Of Masonry In Restoration Work And Masonry Constructed Using Square-Dressed Natural Stone  
Appendix H: Method Of Measurement Of Bow
Appendix I: Assessment Of Strength Values From Test Results
Appendix J: Testing Of In-Situ Masonry

Committee

Masonry Structures.

ISBN
0 7337 2002 1
Attribution
Standards Australia 1998.
Licence
© All Rights Reserved
NSW
VIC
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Sector
Residential
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AS 3700-1998 Masonry structures 1998 cover