钢结构设计规范内容简介

General principles，Terms and symbols，Basic design stipulations，Calculation of flexural members，Calculation of axially loaded members and members subjected to combined axial load and bending

1 General principles

2 Terms and symbols

2.1 Terms

2.2 Symbols

3 Basic design stipulations

3.1 Design principles

3.2 Load and calculation of load effects

3.3 Material selection

3.4 Design indices

3.5 Provisions for deformation of structures and structural members

4 Calculation of flexural members

4.1 Strength

4.2 Overall stability

4.3 Local stability

4.4 Calculation of built-up girder with webs taking accout of post-buckling strength

5 Calculation of axially loaded members and members subjected to combined axial load and bending

5.1 Axially loaded members

5.2 Members subjected to combined axial load and bending

5.3 Effective length andallowable slenderness ratio

5.4 Local stability of compression members

6 Fatigue calculation

6.1 General stipulations

6.2Fatigue calculation

7 Calculation of connections

7.1 Welded connection

7.2 Fastener connection

7.3 Flange connection of built-up I-section

7.4 Beam-to-column rigid connection

7.5 Calculation of connected plates at joints

7.6 Supports

8 Detailing requirements

8.1 General stipulations

8.2 Welded connection

8.3 Bolted riveted connections

8.4 Structural members

8.5 Requirements for crane girders and crane trusses

8.6 Large span roof structures

8.7 Requirements for preventing brittle fracture under low temperature

8.8 Fabrication, transportation and erection

8.9 Protection and heat insulation

9 Plastic design

9.1 General stipulations

9.2 Calculation of members

9.3 Allowable slenderness ratio and detailing requirements

10 Steel tubular tructures

10.1 General stipulations

10.2 Detailiing requirements

10.3 Capacity of members and joints

11 Composite steel and concrete beams

11.1 General stipulations

11.2 Design of compolite beams

11.3 Calculation of shear connectors

11.4 Calculation of deflection

11.5 Detailing requirements

Appendix A Allowable deflection of structures of structural members

Appendix B Overall stability factor of beams

Appendix C Stability factor of axial compression memebers

Appendix D Effective length factor for columns

Appendix E Classification of memebers and connections for fatigue calculation

Appendix F Stability calculation of truss gusset plate subject to compressive force of the diagonalweb member

Explanation of wording in this Code 2100433B

本手册是《新编钢结构设计手册》、《钢结构数据速查手册》的配套用书，编写本手册的目的是为了让钢结构设计人员能够更全面地掌握GB50017-2003《钢结构设计规范》与修订前的GBJ17-1988的区别之处，从而为广大技术人员提供方便。　本手册共分上下两篇，上篇新旧钢结构设计规范对照主要介绍新旧规范的条文并详细讲解区别之处及修改的依据；下篇钢结构设计规范应用——设计实例则通过典型的习题来分析对比新旧钢结构设计规范的不同之处，通过实际的计算让广大技术人员更容易理解新旧钢结构设计规范在设计中的区别。　本手册内容全面实用，是从事钢结构设计、施工及质量验收工作的工程技术人员的必备参考书。2100433B

基本信息

作 者： 崔佳 编 萧正辉 译

版　次： 1

页　数： 346

装　帧： 平装

开　本： 16开

所属分类： 图书>建筑>标准和规范

内容简介

《钢结构设计规范理解与应用》介绍了《钢结构设计规范》GB50017-2003中对材料、计算方法以及构造要求等的理论和试验依据，力图帮助读者对新规范有比较系统、全面和清晰的理解。同时，还介绍了在实际工程中如何具体应用规范条文，以及在应用中应注意的一些问题。为适合广大工程技术人员阅读，《钢结构设计规范理解与应用》在公式推导和规范修订背景材料介绍中，较全面具体，但对繁琐的数学、力学问题未进行详细的叙述，只指明出处供读者查阅。全书共分十一章，除第一、二章外，其余各章的编排及章名与规范正文相一致，以便对照阅读。《钢结构设计规范理解与应用》可供建筑结构设计人员使用，也可供相关技术人员及高校师生学习、参考。2100433B