JTG D62-2004 Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts (Text of Document is in English) - Beijing translation compay

Contents
1 General provision
2 Terms and symbols
2.1 Terms
2.2 Symbols
3 Materials
3.1 Concrete
3.2 Reinforcement
4 General regulations for the calculation of bridge
4.1 Calculation of slab
4.2 Calculation of girder
4.3 Calculation of arch
5 Calculation of bearing capacity limit state in permanent situation
5.1 General regulations
5.2 Bending members
5.3 Compression members
5.4 Tension members
5.5 Torsion members
5.6 Punching members
5.7 Local compression member
6 Calculation of normal use limit state in permanent situation
6.1 General regulations
6.2 Loss of prestress of the reinforcement
6.3 Check computation of crack resistance
6.4 Check computation of crack width
6.5 Check computation of deflection
7 Stress calculation for members in permanent
and temporary situations
7.1 Stress calculation for prestressed concrete members in permanent situation
7.2 Stress calculation for members in temporary situation
8 Regulations on the calculation of member
8.1 Composite bending member
8.2 Bent cap of abutment
8.3 Hinge
8.4 Rubber bearing
8.5 Pile base bearing platform
8.6 Bridge expansion joint
9 Regulations for structure
9.1 General regulations
9.2 Slab
9.3 Beam
9.4 Prestressed concrete upper structure
9.5 Arch bridge
9.6 Column, abutment and pile base bearing platform
9.7 Bearing
9.8 Culvert, suspension ring and hinge
Annex A
Annex B
Annex C
Annex D
Annex E
Annex F
Annex G