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Contents 1 General Provisions 2 Terms and Symbols 2.1 Terms 2.2 Symbols 3 General Requirements 3.1 General 3.2 Structural Scheme 3.3 Calculation of Ultimate Limit States 3.4 Checking of Serviceability Limit States 3.5 Durability Design 3.6 Principles for Design of Preventing Progressive Collapse 3.7 Principles for Design of Existing Structures 4 Materials 4.1 Concrete 4.2 Steel Reinforcement 5 Structural Analysis 5.1 General 5.2 Analysis Model 5.3 Elastic Analysis 5.4 Analysis on Plastic Redistribution of Internal Forces 5.5 Elastic-Plastic Analysis 5.6 Plastic Limit Analysis 5.7 Indirect Action Effect Analysis 6 Calculation of Ultimate Limit States 6.1 General 6.2 Calculation of Normal Section Load-bearing Capacity 6.3 Calculation of Inclined Section Load-bearing Capacity 6.4 Calculation of Load-bearing Capacity of Distortion Section 6.5 Calculation of Punching Shear Bearing Capacity 6.6 Calculation of Partial Compression Load-bearing Capacity 6.7 Checking of Fatigue 7 Checking of Serviceability Limit States 7.1 Checking of Cracks 7.2 Checking of Deflection of Flexural Members 8 Detailing Requirements 8.1 Expansion Joint 8.2 Concrete Cover 8.3 Anchorage of Steel Reinforcement 8.4 Splices of Steel Reinforcement 8.5 Minimum Ratio of Reinforcement for Longitudinal Stressed Steel Reinforcement96 9 Fundamental Requirements for Structural Members 9.1 Slabs 9.2 Beams 9.3 Columns, Beam-column Joints and Brackets 9.4 Walls 9.5 Composite Members 9.6 Precast Concrete Structures 9.7 Embedded Parts and Connecting Pieces 10 Prestressed Concrete Structural Members 10.1 General 10.2 Calculation of Value for Loss of Prestress 10.3 Detailing of Prestressed Concrete Members 11 Seismic Design of Reinforced Concrete Structural Members 11.1 General 11.2 Materials 11.3 Frame Beams 11.4 Frame Columns and Frame-supported Columns 11.5 Column of Hinged Bent 11.6 Nodes of Frame Beam Column 11.7 Shear Walls and Connecting Beams 11.8 Prestressed Concrete Structural Members 11.9 Slab-column Joints Appendix A Nominal Diameter, Nominal Sectional Area and Theoretical Weight of Steel Reinforcement Appendix B Amplified Coefficient Method for Approximate Calculation of Sway Second-order Effect of Eccentric Compression Members Appendix C Constitutive Relations for Steel Reinforcement and Concrete and the Multi-axial Strength Criterion for Concrete Appendix D Design of Plain Concrete Structural Members Appendix E Calculation for Load-bearing Capacity of Arbitrary Sections, Circular and Annular Normal Sections of Members Appendix F Design Value of Equivalent Concentrated Reaction Used for Calculation of Slab-column Joints Appendix G Deep Flexural Members Appendix H Composite Beam and Slab Without Support Appendix J Prestress Loss of Curved Post-tensioned Prestressing Tendons and/or Bars Due to Anchorage Deformation and Tendon Shrinkage Appendix K Time-dependent Loss of Prestress Explanation of Wording in This Code List of Quoted Standards
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