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标准下载网/NZS 3404 1997 Steel Structures Standard Parts 1 an

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

版本年份 1997 文件语言 英语 全文 6 页 格式 PDF
NZS 3404 1997 Steel Structures Standard Parts 1 an 钢结构标准封面

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
PDF
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。

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NZS 3404 1997 Steel Structures Standard Parts 1 anPDF 第 1 页 · 原页码 1

CONTENTS

CONTENTSPAGE
Committee representationIFC
AcknowledgementIFC
CopyrightIFC
Foreword9
Section
1 SCOPE AND GENERAL
1.1 Scope13
1.2 Referenced documents14
1.3 Definitions14
1.4 Notation23
1.5 Use of alternative materials or methods42
1.6 Design and construction review42
2 MATERIALS AND BRITTLE FRACTURE
2.1 Yield stress and tensile strength used in design45
2.2 Structural steel45
2.3 Fasteners46
2.4 Steel castings47
2.5 Concrete47
2.6 Material selection to suppress brittle fracture47
3 GENERAL DESIGN REQUIREMENTS
3.1 Design53
3.2 Loads and other effects53
3.3 Ultimate limit state54
3.4 Serviceability limit state55
3.5 Ultimate and serviceability limit states by load testing58
3.6 Brittle fracture58
3.7 Fatigue58
3.8 Fire58
3.9 Earthquake58
4 STRUCTURAL ANALYSIS
4.1 Methods of structural analysis59
4.2 Structural form59
4.3 Assumptions and approximations for analysis60
4.4 Elastic analysis62
4.5 Elastic analysis with moment or shear redistribution68
4.6 Plastic analysis72
4.7 Limits on plastic hinge rotation in yielding regions of members73
4.8 Member buckling analysis75
4.9 Frame buckling analysis80

Contents continued overleaf

6

1
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