1 General 2 Terms and Symbols 2.1 Terms 2.2 Symbols 3 General Requirements 3.1 General 3.2 Structural Scheme 3.3 Ultimate Limit States 3.4 Serviceability Limit States 3.5 Durability Requirements 3.6 Principles for Design Against Progressive Collapse 3.7 Principles for Design of Existing Structures 4 Materials 4.1 Concrete 4.2 Steel Reinforcement
1 General 2 Terms and Symbols 2.1 Terms 2.2 Symbols 3 General Requirements 3.1 General 3.2 Structural Scheme 3.3 Ultimate Limit States 3.4 Serviceability Limit States 3.5 Durability Requirements 3.6 Principles for Design Against 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 Plastic Internal Forces Redistribution Analysis 5.5 Elastic-Plastic Analysis 5.6 Plastic Limit Analysis 5.7 Indirect Action Effect Analysis 6 Ultimate Limit States 6.1 General 6.2 Load-carrying Capacity of Normal Sections 6.3 Load-carryring Capacity of Oblique Sections 6.4 Load-carrying Capacity of Sections Subjected to Torsion 6.5 Punching Shear Capacity 6.6 Local bearing Capacity 6.7 Fatigue Analysis 7 Serviceability Limit States 7.1 Crack control 7.2 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 Load-carrying Steel Reinforcement Fundamental Requirements for Structural Members 9.1 Slabs 9.2 Beams 9.3 Columns, 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 Prestress Losses 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 Columns Supporting Structural Transfer Member 11.5 Columns of Hinged Bent 11.6 Joints of Frame 11.7 Shear Walls and Coupling Beams 11.8 Prestressed Concrete Structural Members 11.9 Slab-column Joints Appendix A Nominal Diameter, Crosssectional area and Theoretical Self weight of Steel Reinforcement Appendix B Approximate Coefficient Method for Second Order Effect of Sway Structure Appendix C Constitutive Relations for Steel Reinforcement and Concrete and the Appendix D Design of Plain Concrete Structural Members Appendix E Calculation for Flexual and Axial Capacity of Circular, Annular and Arbitrary Cross Sections Appendix F Design Value of Equivalent Concentrated Reaction Used for Calculation of Slabcolumn Joints Appendix G Deep Flexural Members Appendix H Composite Beam and Slab Without Shores Appendix J Prestress losses of Curved PosttensionedTendons Due to Anchorage Seating and Tendon Shortening Appendix K Time-dependent Losses of Prestress Explanation of Wording in This Code List of Quoted Standards
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