Introduction to English Version

Foreword

1 GeneralProvisions

2 Terms and Symbols

2．1 Terms

2．2 Symbols

3 Fundamental Design Stipulations

3．1 GeneralStipulations

3．2 Calculation Stipulations of Limit States Design

3．3 Requirements of Structural Durability

4 Material

4．1 Concrete

4．2 Reinforcement

5 Calculation of Plain Concrete Structural Members

5．1 General Stipulations

5．2 Compression Members

5．3 FlexuralMembers

5．4 LocalCompression

5．5 Detailing Reinforcement of Plain Concrete Structure

6 Bearing Capacity Calculation for Limit States of

Reinforced Concrete Structural Members ;

6．1 General Stipulations of Bearing Capacity Calculation

6．2 Calculation of Flexural Bearing Capacity of Normal Section

6．3 Calculation of Compression Bearing Capacity of Normal Section

6．4 Calculation of Tension Bearing Capacity of Normal Section

6．5 Calculation of Shear Bearing Capacity of Inclined Section

6．6 Calculation of Torsion Bearing Capacity

6．7 Calculation of Punching Shear Bearing Capacity

6．8 Calculation of Local Compression Bearing Capacity

7 Checking of Serviceability Limit States for

Reinforced Concrete Structural Member

7．1 Checking of Crack Resistance of Normal Section

7．2 Checking of Crack-width Control of Normal Section

7．3 Checking of Deflection of Flexural Members

8 Calculation of Prestressed Concrete Structural Members

8．1 Design Stipulations

8．2 Calculation of Prestress Loss

8．3 General Stipulations for Calculating Bearing Capacity of Normal Section

8．4 Calculation of Flexural Bearing Capacity of Normal Section

8．5 Calculation of Tensile Bearing Capacity of Normal Section

8．6 Calculation of Shear Bearing Capacity of Inclined Section

8．7 Checking of Crack-resistance

8．8 Checking of Crack Width

8．9 Checking of Deflection of Flexural Member

9 General Detailing Requirements

9．1 Permanent Joint and Temporary Joint

9．2 Concrete Cover

9．3 Anchorage of Reinforcement

9．4 Reinforcement Splices

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