AS/NZS 1664.2 Supp1 1997
铝结构 第2部分:许用应力设计—注释
AS NZS 1664.2 Supp11997 Aluminium structures Part 2 Allowable stress design - Commentary
Aluminium structures Part 2: Allowable stress design—Commentary
标准信息
STANDARD INFORMATION- 标准编号
- AS/NZS 1664.2 Supp1 1997
- 所属分类
- AS 澳大利亚标准
- 发布机构
- Standards Australia/Standards New Zealand
- 版本年份
- 1997
- 文件语言
- 英语
- 文件格式
- 文件页数
- 6 页
- 文件大小
- 295.82 KB
中文名称为参考译名,文件语言以原文为准。
· 更新:
标准简介
OVERVIEW中文简介
该标准是 AS/NZS 1664.2 的补充注释,提供铝结构许用应力设计相关条款的背景说明。内容涵盖设计程序、许用应力、特殊设计规则、机械连接、制造、焊接构造和试验要求。适用于与 AS/NZS 1664.2 配合使用的铝结构设计人员。
English summary
This standard is a commentary supplement to AS/NZS 1664.2, providing background information for allowable stress design of aluminium structures. It covers design procedures, allowable stresses, special design rules, mechanical connections, fabrication, welded construction, and testing. It is intended to be used together with AS/NZS 1664.2 for aluminium structure design.
以上为根据文件整理的内容简介。
相关标签
标准内容预览
DOCUMENT PREVIEWCONTENTS
| Page | |
|---|---|
| SECTION C1 GENERAL | |
| C1.1 SCOPE | 4 |
| C1.2 MATERIALS | 4 |
| C1.3 SAFETY FACTORS | 4 |
| C1.4 REFERENCED DOCUMENTS | 4 |
| SECTION C2 DESIGN PROCEDURE | |
| C2.2 PROCEDURE | 5 |
| C2.3 LOADING | 5 |
| SECTION C3 GENERAL DESIGN RULES | |
| C3.4 ALLOWABLE STRESSES | 6 |
| SECTION C4 SPECIAL DESIGN RULES | |
| C4.1 COMBINED COMPRESSION AND BENDING | 14 |
| C4.2 TORSION AND SHEAR IN TUBES | 14 |
| C4.4 COMBINED SHEAR, COMPRESSION AND BENDING | 14 |
| C4.5 HORIZONTAL STIFFENERS FOR WEBS | 14 |
| C4.6 VERTICAL STIFFENERS FOR SHEAR WEBS | 14 |
| C4.7 EFFECTS OF LOCAL BUCKLING ON MEMBER PERFORMANCE | 15 |
| C4.8 FATIGUE | 18 |
| C4.9 COMPRESSION IN SINGLE WEB BEAMS AND BEAMS HAVING SECTIONS CONTAINING TUBULAR PORTIONS | 19 |
| C4.10 COMPRESSION IN ELASTICALLY SUPPORTED FLANGES | 23 |
| SECTION C5 MECHANICAL CONNECTIONS | |
| C5.1 BOLTED AND RIVETTED CONNECTIONS | 24 |
| C5.2 METAL STITCHING STAPLES | 25 |
| C5.3 SELF TAPPING SCREW CONNECTIONS | 25 |
| SECTION C6 FABRICATION | |
| C6.6 PAINTING | 27 |
| SECTION C7 WELDED CONSTRUCTION | |
| C7.1 ALLOWABLE STRESSES FOR WELDED MEMBERS | 28 |
| C7.2 FILLER WIRE | 29 |
| C7.3 MEMBERS WITH LONGITUDINAL WELDS | 29 |
| C7.4 MEMBERS WITH TRANSVERSE WELDS | 29 |
| SECTION C8 TESTING | |
| C8.2 TEST REQUIREMENTS | 30 |
| C8.4 PROCEDURE | 30 |
6
AS IS
NOT FOR PUBLIC RELEASE
2
AS/NZS 1664.2 Supp1:1997
This Joint Australian/New Zealand Standard was prepared by Joint Technical Committee BD/50, Aluminium Structures. It was approved on behalf of the Council of Standards Australia on 27 June 1997 and on behalf of the Council of Standards New Zealand on 11 July 1997. It was published on 5 September 1997.
The following interests are represented on Committee BD/50:
- The Association of Consulting Engineers, Australia
- Aluminium Development Council
- Australian Building Codes Board
- Institution of Professional Engineers New Zealand
- University of Sydney
Review of Standards. To keep abreast of progress in industry, Joint Australian/New Zealand Standards are subject to periodic review and are kept up to date by the issue of amendments or new editions as necessary. It is important therefore that Standards users ensure that they are in possession of the latest edition, and any amendments thereto.
Full details of all Joint Standards and related publications will be found in the Standards Australia and Standards New Zealand Catalogue of Publications; this information is supplemented each month by the magazines ‘The Australian Standard’ and ‘Standards New Zealand’, which subscribing members receive, and which give details of new publications, new editions and amendments, and of withdrawn Standards.
Suggestions for improvements to Joint Standards, addressed to the head office of either Standards Australia or Standards New Zealand, are welcomed. Notification of any inaccuracy or ambiguity found in a Joint Australian/New Zealand Standard should be made without delay in order that the matter may be investigated and appropriate action taken.
3
AS/NZS 1664.2 Supplement 1:1997
Aluminium structures
Part 2: Allowable stress design—Commentary
(Supplement 1 to AS/NZS 1664.2:1997)
Originated in Australia as part of AS 1664—1975.
Previous Australian edition AS 1664—1979.
Jointly revised and designated AS/NZS 1664.2 Supplement 1:1997.
Incorporating:
Amdt 1—1999
PUBLISHED JOINTLY BY:
STANDARDS AUSTRALIA
1 The Crescent,
Homebush NSW 2140 Australia
STANDARDS NEW ZEALAND
Level 10, Radio New Zealand House,
155 The Terrace,
Wellington 6001 New Zealand
ISBN 0 7337 1285 1
4
PREFACE
This Commentary was prepared by the Standards Australia/Standards New Zealand Committee BD/50, Aluminium Structures. It is intended to be read in conjunction with AS/NZS 1664.2, Aluminium Structures, Part 2: Allowable stress design, but it does not form an integral part of that Standard.
The objective of this Commentary is to provide background material to the requirements of AS/NZS 1664.2.
The clause numbers and titles used in this Commentary are the same as those in AS/NZS 1664.2 except that they are prefixed by the letter C.
Gaps in the numerical sequence of this Commentary's clause numbering means that no explanation of or background to the missing clause(s) is necessary.
© Copyright — STANDARDS AUSTRALIA/STANDARDS NEW ZEALAND
Users of Standards are reminded that copyright subsists in all Standards Australia and Standards New Zealand publications and software. Except where the Copyright Act allows and except where provided for below no publications or software produced by Standards Australia or Standards New Zealand may be reproduced, stored in a retrieval system in any form or transmitted by any means without prior permission in writing from Standards Australia or Standards New Zealand. Permission may be conditional on an appropriate royalty payment. Australian requests for permission and information on commercial software royalties should be directed to the head office of Standards Australia. New Zealand requests should be directed to Standards New Zealand.
Up to 10 percent of the technical content pages of a Standard may be copied for use exclusively in-house by purchasers of the Standard without payment of a royalty or advice to Standards Australia or Standards New Zealand.
Inclusion of copyright material in computer software programs is also permitted without royalty payment provided such programs are used exclusively in-house by the creators of the programs.
Care should be taken to ensure that material used is from the current edition of the Standard and that it is updated whenever the Standard is amended or revised. The number and date of the Standard should therefore be clearly identified.
The use of material in print form or in computer software programs to be used commercially, with or without payment, or in commercial contracts is subject to the payment of a royalty. This policy may be varied by Standards Australia or Standards New Zealand at any time.
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CONTENTS
| Page | |
|---|---|
| SECTION C1 GENERAL | |
| C1.1 SCOPE | 4 |
| C1.2 MATERIALS | 4 |
| C1.3 SAFETY FACTORS | 4 |
| C1.4 REFERENCED DOCUMENTS | 4 |
| SECTION C2 DESIGN PROCEDURE | |
| C2.2 PROCEDURE | 5 |
| C2.3 LOADING | 5 |
| SECTION C3 GENERAL DESIGN RULES | |
| C3.4 ALLOWABLE STRESSES | 6 |
| SECTION C4 SPECIAL DESIGN RULES | |
| C4.1 COMBINED COMPRESSION AND BENDING | 14 |
| C4.2 TORSION AND SHEAR IN TUBES | 14 |
| C4.4 COMBINED SHEAR, COMPRESSION AND BENDING | 14 |
| C4.5 HORIZONTAL STIFFENERS FOR WEBS | 14 |
| C4.6 VERTICAL STIFFENERS FOR SHEAR WEBS | 14 |
| C4.7 EFFECTS OF LOCAL BUCKLING ON MEMBER PERFORMANCE | 15 |
| C4.8 FATIGUE | 18 |
| C4.9 COMPRESSION IN SINGLE WEB BEAMS AND BEAMS HAVING SECTIONS CONTAINING TUBULAR PORTIONS | 19 |
| C4.10 COMPRESSION IN ELASTICALLY SUPPORTED FLANGES | 23 |
| SECTION C5 MECHANICAL CONNECTIONS | |
| C5.1 BOLTED AND RIVETTED CONNECTIONS | 24 |
| C5.2 METAL STITCHING STAPLES | 25 |
| C5.3 SELF TAPPING SCREW CONNECTIONS | 25 |
| SECTION C6 FABRICATION | |
| C6.6 PAINTING | 27 |
| SECTION C7 WELDED CONSTRUCTION | |
| C7.1 ALLOWABLE STRESSES FOR WELDED MEMBERS | 28 |
| C7.2 FILLER WIRE | 29 |
| C7.3 MEMBERS WITH LONGITUDINAL WELDS | 29 |
| C7.4 MEMBERS WITH TRANSVERSE WELDS | 29 |
| SECTION C8 TESTING | |
| C8.2 TEST REQUIREMENTS | 30 |
| C8.4 PROCEDURE | 30 |
6
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AS/NZS 1664.2 Supp1 1997
英语 · PDF · 6 页 · 295.82 KB



