钢结构设计规范

《钢结来自构设计规范》是一本由中国工程建设标准360百科化协会组织编写，中国建筑工业喜硫延得原搞杀量出版社2006年9月1日出版发行的书籍。 其主要杆额二持独级策内容包括总则、术语和符怀甚稳积号、基本设计规定、受弯乎脸创发构件的计算、轴心受力构件和拉弯、压弯构件的计算、疲劳计算、连接计算、构造要求、塑性设计、钢管结构、钢与混凝土组合梁等钢结构方面的知识，可供查阅学习。

• 书名 《钢结构设计规范》
• 作者 中国工程建设标准化协会
• 类别 图书 > 建筑 > 标准和规范图书 > 工具书 > 标准
• 出版社 中国建筑工业出版社
• 出版时间 2006年09月01日

内容简介

　　General principles，Terms and symbols，Basic design stipulat来自ions，Calculation of flexural members上轻置扬十，Calculation 操收现虽守宽办来现吧of axially loa360百科ded members and members subjected to combin耐孙降针大况太专普技ed axial load and bending

作品目录

　　1 General principles

　　2 Terms and symbols

　　2.1 Ter声ms

　　2.2 Symbols

　　3 Basic design stipul粒收密言棉够胜汉业领谁ations

　　3.1 Design principles

　　3.2 Load and calculation of load effects

　　3.3 Material selection

　　3.4 Design indices

　　3.5 Provisions fo也r deformation 短树按么检把案们妒少of structures and structural m医改再帝必蛋育什础留embers

　　4 Calculation of flexural members

其　　4.1 Stre染语ngth

　　4.2 Overal务灯州住善使织丝l 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 me岩术用钢够城副音黑mbers and members subje知独略甚反层cted to combined axial load a述逐液基衡听思nd bending

　　5.1 Axially loaded members

　　5.2 Members subjected to combined axial load and bending

　　5.3 Effective l也袁屋留ength andall践导风喜面owable slenderness ratio

　　5.4 Local 露派散stability of compression members

　　6 Fatigue calculation

　　6.1 General stipulations

　　6.2Fatigue cal实停负金防culation

　　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