NZS 3603 1990 Timber Structures Standard
木结构标准
NZS 3603 1990 Timber Structures Standard
Timber Structures Standard
标准信息
STANDARD INFORMATION- 标准编号
- NZS 3603 1990 Timber Structures Standard
- 所属分类
- NZS 新西兰标准
- 发布机构
- Standards New Zealand
- 版本年份
- 1993
- 文件语言
- 英语
- 文件格式
- 文件页数
- 6 页
- 文件大小
- 8.05 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木结构的设计与施工要求,包括锯材的应力与弹性模量、梁、柱、受拉构件及组合受力构件的设计方法。标准还涵盖钉、螺钉、螺栓、胶接等连接设计以及木楼面板、剪力墙和隔板等特殊结构的设计。
English summary
This standard specifies requirements for the design and construction of timber structures in New Zealand, including stresses and elastic moduli for sawn timber and the design of beams, columns, tension members, and combined loading members. It also covers joints such as nails, screws, bolts, and glued joints, as well as special structures like timber decking, shear walls, and diaphragms.
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 | |
|---|---|
| Committee representation | IFC |
| Acknowledgment | IFC |
| Related documents | 6 |
| Foreword | 8 |
| Section 1 General | |
| 1.1 Scope | 9 |
| 1.2 Interpretation | 9 |
| 1.3 Definitions | 9 |
| 1.4 Symbols | 10 |
| 1.5 Design | 15 |
| 1.6 Construction review | 16 |
| 1.7 Materials and workmanship | 16 |
| Section 2 Stresses and elastic moduli for sawn timber | |
| 2.1 General | 17 |
| 2.2 Characteristic stresses | 18 |
| 2.3 Properties of timber species not listed | 20 |
| 2.4 Basis of design | 21 |
| 2.5 Strength reduction factors | 21 |
| 2.6 Secondary stresses | 22 |
| 2.7 Modification factors, k1 and k2 for duration of load | 22 |
| 2.8 Modification factor, k3 for bearing area | 23 |
| 2.9 Modification factors, k4, k5 and k6 for load sharing | 25 |
| 2.10 Modification factor, k3 for stability | 26 |
| 2.11 Temperature effects | 27 |
| 2.12 Earthquake effects | 28 |
| Section 3 Design of structural members | |
| 3.1 General | 30 |
| 3.2 Beam design | 30 |
| 3.3 Column design | 36 |
| 3.4 Tension member design | 38 |
| 3.5 Combined bending and compression | 39 |
| 3.6 Combined bending and tension | 40 |
| Section 4 Joints | |
| 4.1 General | 41 |
| 4.2 Nails | 42 |
| 4.3 Screws | 47 |
| 4.4 Bolts | 50 |
| 4.5 Coach screws | 61 |
| 4.6 Other mechanical fasteners | 62 |
| 4.7 Glued joints | 63 |
| Section 5 Design of special structures | |
| 5.1 Timber decking | 65 |
| 5.2 Shear walls and diaphragms | 67 |
Contents continued overleaf
6
AS IS
内部资料
仅供参考
张忠辉惠存
禁止一切非法目的和活动行为,否则后果自负。
NOT FOR PUBLIC RELEASE
2
NZS 3603:1993
COMMITTEE REPRESENTATION
This Standard was prepared by the P 3603A Timber Design Committee for the Standards Council under the Standards Act 1988.
The Timber Design Committee consisted of the following persons:
Andrew Buchanan, University of Canterbury (Chairman)
Tony Bryant, University of Auckland
Andrew King, Building Research Association of New Zealand
Pat Simperingham, Carter Holt Harvey Timber Limited
Peter Smith, Spencer Holmes Miller Partners Limited
Robert Tan, Gang Nail NZ Limited
Bryan Walford, Forest Research Institute Limited
ACKNOWLEDGEMENT
The special assistance given to the Timber Design Committee by Hank Bier, Forest Research Institute Limited and Richard Hunt, University of Auckland is gratefully acknowledged.
Extensive use has been made of AS 1720.1 Timber Structures Code in the writing of this document and permission to use this material is also gratefully acknowledged.
© 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 the exemption sections (19 and 21) of the Copyright Act 1962.
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4
NOTES
5
CONTENTS
| PAGE | |
|---|---|
| Committee representation | IFC |
| Acknowledgment | IFC |
| Related documents | 6 |
| Foreword | 8 |
| Section 1 General | |
| 1.1 Scope | 9 |
| 1.2 Interpretation | 9 |
| 1.3 Definitions | 9 |
| 1.4 Symbols | 10 |
| 1.5 Design | 15 |
| 1.6 Construction review | 16 |
| 1.7 Materials and workmanship | 16 |
| Section 2 Stresses and elastic moduli for sawn timber | |
| 2.1 General | 17 |
| 2.2 Characteristic stresses | 18 |
| 2.3 Properties of timber species not listed | 20 |
| 2.4 Basis of design | 21 |
| 2.5 Strength reduction factors | 21 |
| 2.6 Secondary stresses | 22 |
| 2.7 Modification factors, k1 and k2 for duration of load | 22 |
| 2.8 Modification factor, k3 for bearing area | 23 |
| 2.9 Modification factors, k4, k5 and k6 for load sharing | 25 |
| 2.10 Modification factor, k3 for stability | 26 |
| 2.11 Temperature effects | 27 |
| 2.12 Earthquake effects | 28 |
| Section 3 Design of structural members | |
| 3.1 General | 30 |
| 3.2 Beam design | 30 |
| 3.3 Column design | 36 |
| 3.4 Tension member design | 38 |
| 3.5 Combined bending and compression | 39 |
| 3.6 Combined bending and tension | 40 |
| Section 4 Joints | |
| 4.1 General | 41 |
| 4.2 Nails | 42 |
| 4.3 Screws | 47 |
| 4.4 Bolts | 50 |
| 4.5 Coach screws | 61 |
| 4.6 Other mechanical fasteners | 62 |
| 4.7 Glued joints | 63 |
| Section 5 Design of special structures | |
| 5.1 Timber decking | 65 |
| 5.2 Shear walls and diaphragms | 67 |
Contents continued overleaf
6
预览内容由文件识别整理,表格、公式及文字请以原始文件为准。
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NZS 3603 1990 Timber Structures Standard
英语 · PDF · 6 页 · 8.05 MB



