BS 8110-2(1985) : 1985

Committees responsible
Foreword
Section 1. General
1.1 Scope
1.2 Definitions
1.3 Symbols
Section 2. Methods of analysis for the ultimate limit
           state
2.1 General
2.2 Design loads and strengths
2.3 Non-linear methods
2.4 Torsional resistance of beams
2.5 Effective column height
2.6 Robustness
Section 3. Serviceability conditions
3.1 General
3.2 Serviceability limit states
3.3 Loads
3.4 Analysis of structure for serviceability limit states
3.5 Material properties for the calculation of curvature
     and stresses
3.6 Calculation of curvatures
3.7 Calculation of deflection
3.8 Calculation of crack width
Section 4. Fire resistance
4.1 General
4.2 Factors to be considered in determining fire resistance
4.3 Tabulated data (method 1)
4.4 Fire test (method 2)
4.5 Fire engineering calculations (method 3)
Section 5. Additional considerations in the use of
           lightweight aggregate concrete
5.1 General
5.2 Cover for durability and fire resistance
5.3 Characteristic strength of concrete
5.4 Shear resistance
5.5 Torsional resistance of beams
5.6 Deflections
5.7 Columns
5.8 Walls
5.9 Anchorage bond and laps
5.10 Bearing stress inside bends
Section 6 (deleted)
Section 7. Elastic deformation, creep, drying shrinkage
           and thermal strains of concrete
7.1 General
7.2 Elastic deformation
7.3 Creep
7.4 Drying shrinkage
7.5 Thermal strains
Section 8. Movement joints
8.1 General
8.2 Need for movement joints
8.3 Types of movement joint
8.4 Provision of joints
8.5 Design of joints
Section 9. Appraisal and testing of structures and
           components during construction
9.1 General
9.2 Purpose of testing
9.3 Basis of approach
9.4 Check tests on structural concrete
9.5 Load tests of structures or parts of structures
9.6 Load tests on individual precast units
Appendix A Bibliography
Index
Publications referred to

Gives recommendations for the design and construction of structural concrete that arise in special circumstances.