钢结构设计规范电子书籍txtpdf网盘下载网站

内容概要

　　《钢结构设计规范(GB50017-2003英文版中华人民共和国国家标准)》内容为General principles，Terms and symbols，Basic design stipulations，Calculation of flexural members，Calculation of axially loaded members and members subjected to bined axial load and bending等等。

书籍目录

1 General principles2 Terms and symbols 2*1 Terms 2*2 Symbols3 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 members4 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 aout of pt-buckling strength5 Calculation of axially loaded members and members subjected to bined axial load and bending 5*1 Axially loaded members 5*2 Members subjected to bined axial load and bending 5*3 Effective length andallowable slenderness ratio 5*4 Local stability of pression members6 Fatigue calculation 6*1 General stipulations 6*2Fatigue calculation7 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 Supports8 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 frture under low temperature 8*8 Fabrication, transportation and erection 8*9 Protection and heat insulation9 Plastic design 9*1 General stipulations 9*2 Calculation of members 9*3 Allowable slenderness ratio and detailing requirements10 Steel tubular tructures 10*1 General stipulations 10*2 Detailiing requirements 10*3 Capity of members and joints11 Compite steel and concrete beams 11*1 General stipulations 11*2 Design of polite beams 11*3 Calculation of shear connectors 11*4 Calculation of deflection 11*5 Detailing requirementsAppendix A Allowable deflection of structures of structural membersAppendix B Overall stability ftor of beamsAppendix C Stability ftor of axial pression memebersAppendix D Effective length ftor for columnsAppendix E Classification of memebers and connections for fatigue calculationAppendix F Stability calculation of truss gusset plate subject to pressive force of the diagonalweb memberExplanation of wording in this Code

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