NZS 3404 1997 Steel Structures Standard Parts 1 an
钢结构标准
NZS 3404 1997 Steel Structures Standard Parts 1 and 2
Steel Structures Standard
标准信息
STANDARD INFORMATION- 标准编号
- NZS 3404 1997 Steel Structures Standard Parts 1 an
- 所属分类
- NZS 新西兰标准
- 发布机构
- 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
- 5.13 MB
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
该标准规定了新西兰钢结构的设计与施工要求,包括材料、荷载、极限状态、结构分析和构造等内容。它适用于建筑及其他工程中的钢结构设计,并取代1992版NZS 3404 Parts 1和2。
English summary
This standard specifies requirements for the design and construction of steel structures in New Zealand, covering materials, loads, limit states, structural analysis and detailing. It applies to steel structures in buildings and other engineering works and supersedes NZS 3404 Parts 1 and 2:1992.
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
| CONTENTS | PAGE |
|---|---|
| Committee representation | IFC |
| Acknowledgement | IFC |
| Copyright | IFC |
| Foreword | 9 |
| Section | |
| 1 SCOPE AND GENERAL | |
| 1.1 Scope | 13 |
| 1.2 Referenced documents | 14 |
| 1.3 Definitions | 14 |
| 1.4 Notation | 23 |
| 1.5 Use of alternative materials or methods | 42 |
| 1.6 Design and construction review | 42 |
| 2 MATERIALS AND BRITTLE FRACTURE | |
| 2.1 Yield stress and tensile strength used in design | 45 |
| 2.2 Structural steel | 45 |
| 2.3 Fasteners | 46 |
| 2.4 Steel castings | 47 |
| 2.5 Concrete | 47 |
| 2.6 Material selection to suppress brittle fracture | 47 |
| 3 GENERAL DESIGN REQUIREMENTS | |
| 3.1 Design | 53 |
| 3.2 Loads and other effects | 53 |
| 3.3 Ultimate limit state | 54 |
| 3.4 Serviceability limit state | 55 |
| 3.5 Ultimate and serviceability limit states by load testing | 58 |
| 3.6 Brittle fracture | 58 |
| 3.7 Fatigue | 58 |
| 3.8 Fire | 58 |
| 3.9 Earthquake | 58 |
| 4 STRUCTURAL ANALYSIS | |
| 4.1 Methods of structural analysis | 59 |
| 4.2 Structural form | 59 |
| 4.3 Assumptions and approximations for analysis | 60 |
| 4.4 Elastic analysis | 62 |
| 4.5 Elastic analysis with moment or shear redistribution | 68 |
| 4.6 Plastic analysis | 72 |
| 4.7 Limits on plastic hinge rotation in yielding regions of members | 73 |
| 4.8 Member buckling analysis | 75 |
| 4.9 Frame buckling analysis | 80 |
Contents continued overleaf
6
2
NZS 3404:1997
COMMITTEE REPRESENTATION
This Standard was prepared under the supervision of the Steel Structures Committee (P 3404) for the Standards Council established under the Standards Act 1988. The Committee consisted of:
Messrs G.C. Clifton (Chairman), B.J. Brown, Dr J.W. Butterworth and T.W. Robertson.
ACKNOWLEDGEMENT
Standards New Zealand gratefully acknowledges the financial assistance provided by BHP NZ Steel, BHP Long Products Division (Australia), HERA, Fletcher Steel and Steel and Tube.
© COPYRIGHT
The copyright of this document is the property of the Standards Council. No part of it may be reproduced by photocopying or by any other means without the prior written permission of the Chief Executive of Standards New Zealand unless the circumstances are covered by Part III of the Copyright Act 1994.
Standards New Zealand will vigorously defend the copyright in this Standard. Every person who breaches Standards New Zealand's copyright may be liable to a fine not exceeding $50,000 or to imprisonment for a term not to exceed three months. If there has been a flagrant breach of copyright, Standards New Zealand may also seek additional damages from the infringing party, in addition to obtaining injunctive relief and an account of profits.
Published by Standards New Zealand, the trading arm of the Standards Council, Private Bag 2439, Wellington 6140.
Telephone: (04) 498 5990, Fax: (04) 498 5994.
Website: www.standards.co.nz
| No | Date of issue | Description | Entered by, and date |
|---|---|---|---|
| 1 | June 2001 | Incorporates technical and editorial changes and includes items and references by way of clarification. | Incorporated in this reprint |
| 2 | October 2007 | Aligns the Standard with the AS/NZS 1170 set and corrects an ambiguity in design action. |
3
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NOTES
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CONTENTS
| CONTENTS | PAGE |
|---|---|
| Committee representation | IFC |
| Acknowledgement | IFC |
| Copyright | IFC |
| Foreword | 9 |
| Section | |
| 1 SCOPE AND GENERAL | |
| 1.1 Scope | 13 |
| 1.2 Referenced documents | 14 |
| 1.3 Definitions | 14 |
| 1.4 Notation | 23 |
| 1.5 Use of alternative materials or methods | 42 |
| 1.6 Design and construction review | 42 |
| 2 MATERIALS AND BRITTLE FRACTURE | |
| 2.1 Yield stress and tensile strength used in design | 45 |
| 2.2 Structural steel | 45 |
| 2.3 Fasteners | 46 |
| 2.4 Steel castings | 47 |
| 2.5 Concrete | 47 |
| 2.6 Material selection to suppress brittle fracture | 47 |
| 3 GENERAL DESIGN REQUIREMENTS | |
| 3.1 Design | 53 |
| 3.2 Loads and other effects | 53 |
| 3.3 Ultimate limit state | 54 |
| 3.4 Serviceability limit state | 55 |
| 3.5 Ultimate and serviceability limit states by load testing | 58 |
| 3.6 Brittle fracture | 58 |
| 3.7 Fatigue | 58 |
| 3.8 Fire | 58 |
| 3.9 Earthquake | 58 |
| 4 STRUCTURAL ANALYSIS | |
| 4.1 Methods of structural analysis | 59 |
| 4.2 Structural form | 59 |
| 4.3 Assumptions and approximations for analysis | 60 |
| 4.4 Elastic analysis | 62 |
| 4.5 Elastic analysis with moment or shear redistribution | 68 |
| 4.6 Plastic analysis | 72 |
| 4.7 Limits on plastic hinge rotation in yielding regions of members | 73 |
| 4.8 Member buckling analysis | 75 |
| 4.9 Frame buckling analysis | 80 |
Contents continued overleaf
6
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NZS 3404 1997 Steel Structures Standard Parts 1 an
英语 · PDF · 6 页 · 5.13 MB



