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鋼結構設計規範

中國建築工業出版社出版圖書

《鋼結構設計規範》是一本由中國工程建設標準化協會組織編寫,中國建築工業出版社2006年9月1日出版發行的書籍。其主要內容包括總則、術語和符號、基本設計規定、受彎構件的計算、軸心受力構件和拉彎、壓彎構件的計算、疲勞計算、連接計算、構造要求、塑性設計、鋼管結構、鋼與混凝土組合梁等鋼結構方面的知識,可供查閱學習。

內容簡介


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

作品目錄


1 General principles2 Terms and symbols2 Terms and symbols2.1 Terms
2.2 Symbols3 Basic design stipulations3.1 Design principles3.2 Load and calculation of load effects
3.3 Material selection3.4 Design indices3.5 Provisions for deformation of structures and structural members4 Calculation of flexural members
4.1 Strength4.2 Overall stability4.3 Local stability4.4 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 memb5.2 Members subjected to combined axial load and bendingers5.3 Effective length andallowable slenderness ratio5.4 Local stability of compression members
6 Fatigue calculation6.1 General stipulations6.2Fatigue calculation7 Calculation of connections
7.1 Welded connection7.2 Fastener connection7.3 Flange connection of built-up I-section7.4 Beam-to-column rigid connection
7.5 Calculation of connected plates at joints7.6 Supports8 Detailing requirements8.1 General stipulations
8.2 Welded connection8.3 Bolted riveted connections8.4 Structural members8.5 Requirements for crane girders and crane trusses
8.6 Large span roof structures8.7 Requirements for preventing brittle fracture under low temperature8.8 Fabrication, transportation and erection8.9 Protection and heat insulation
9 Plastic design9.1 General stipulations9.2 Calculation of members9.3 Allowable slenderness ratio and detailing requirements
10 Steel tubular tructures10.1 General stipulations10.2 Detailiing requirements10.3 Capacity of members and joints
11 Composite steel and concrete beams11.1 General stipulations11.2 Design of compolite beams11.3 Calculation of shear connectors
11.4 Calculation of deflection11.5 Detailing requirementsAppendix A Allowable deflection of structures of structural membersAppendix B Overall stability factor of beams
Appendix C Stability factor of axial compression memebersAppendix D Effective length factor for columnsAppendix E Classification of memebers and connections for fatigue calculationAppendix F Stability calculation of truss gusset plate subject to compressive force of the diagonalweb member
Explanation of wording in this Code