1 General ………………………………………………………………… (1)
2 Terms and definitions ………………………………………………… (2)
3 Basis of design ………………………………………………………… (4)
3. 1 General ……………………………………………………………… (4)
3. 2 Requirements for calculation in ultimate limit states ……………… (5)
3. 3 Requirements for checking of serviceability limit states …………… (8)
3. 4 Requirements for durability ……………………………………… (11)
4 Materials ……………………………………………………………… (16)
4. 1 Concrete …………………………………………………………… (16)
4. 2 Reinforcement …………………………………………………… (17)
5 Ultimate limit states ………………………………………………… (23)
5. 1 General requirements for bearing capacity at normal section …… (23)
5. 2 Moment resistance at normal section ……………………………… (27)
5. 3 Compression resistance at normal section ………………………… (33)
5. 4 Tension resistance at normal section ……………………………… (51)
5. 5 Shear resistance …………………………………………………… (55)
5. 6 Torsional resistance ……………………………………………… (66)
5. 7 Punching shear resistance ………………………………………… (79)
5. 8 Local compression resistance ……………………………………… (85)
6 Serviceability limit states …………………………………………… (89)
6. 1 General …………………………………………………………… (89)
6. 2 Prestress losses of prestressing tendons …………………………… (96)
6. 3 Cracking resistance ……………………………………………… (102)
6. 4 Crack width ……………………………………………………… (109)
6. 5 Deflection of flexural members ………………………………… (114)
7 Structural detailing ………………………………………………… (117)
7. 1 Expansion joints ………………………………………………… (117)
7. 2 Concrete cover …………………………………………………… (117)
7. 3 Anchorage of reinforcement ……………………………………… (119)
7. 4 Splices of reinforcement ………………………………………… (122)
7. 5 Minimum reinforcement ratio of main longitudinal reinforcement … (125)
7. 6 Structural detailing of prestressed concrete members …………… (126)
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8 Members ……………………………………………………………… (131)
8. 1 Slabs ……………………………………………………………… (131)
8. 2 Beams …………………………………………………………… (142)
8. 3 Columns ………………………………………………………… (150)
8. 4 Composite flexural members …………………………………… (151)
8. 5 Deep flexural members ………………………………………… (157)
8. 6 Trusses …………………………………………………………… (166)
8. 7 Caissons ………………………………………………………… (167)
8. 8 Buttresses ………………………………………………………… (170)
8. 9 Diaphragm walls ………………………………………………… (171)
8. 10 Cylinders ……………………………………………………… (173)
8. 11 Semi ̄circular members ………………………………………… (173)
8. 12 Docks …………………………………………………………… (174)
8. 13 Connections of precast members ……………………………… (176)
8. 14 Hoisting holes? hangers and embedded components …………… (178)
Annex A Calculation of members in plain concrete structures …… (186)
A. 1 General ………………………………………………………… (186)
A. 2 Compression members …………………………………………… (186)
A. 3 Flexural members ……………………………………………… (190)
A. 4 Local compression ……………………………………………… (190)
A. 5 Local constructional reinforcement ……………………………… (191)
Annex B Nominal cross sectional area? calculation cross sectional
area and nominal mass of reinforcement ………………… (192)
Annex C Bearing capacity at normal section of members with
any type of section ………………………………………… (195)
Annex D Prestress losses of post ̄tensioned prestressing tendons
in common profiles ………………………………………… (199)
Annex E Time ̄dependent prestress loss …………………………… (202)
Annex F Explanation of words and expressions …………………… (205)
Additional notes ………………………………………………………… (206)
List of Translators and Reviewers …………………………………… (208)
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