BS 5400-5 is part of a large series of standards concerning the design and construction of bridges. This part makes recommendations for design of bridges that use a composite construction (e.g. employing concrete slabs acting compositely with structural steelwork), and it covers the use of both materials. It is aimed principally at professional engineers involved in the design of bridges, particularly those working in the context of highway and railway engineering. This standard, which is a revision of the 1979 edition, draws heavily on other parts of the same series, particularly Parts 3, 5 and 10.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | BRITISH STANDARD <\/td>\n<\/tr>\n | ||||||
| 2<\/td>\n | Committees responsible for this British Standard <\/td>\n<\/tr>\n | ||||||
| 3<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | 1 Scope 2 Normative references 3 Definitions cased composite beam uncased composite beam <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | composite box beam composite column composite plate concrete slab composite slab participating permanent formwork non-participating permanent formwork filler beam construction interaction complete interaction partial interaction shear connector connector modulus <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | 3.14 Symbols <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 4 General design principles 4.1 Design philosophy 4.2 Material properties <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 4.3 Limit state requirements 5 Design and detailing of the superstructure for the serviceability limit state 5.1 Analysis of structure <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 5.2 Analysis of sections <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 5.3 Longitudinal shear <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | Nominal static strengths of shear connectors for different concrete strengths <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | Shear connectors <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | Shear connectors (concluded) <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | Dimensions of specimens for test on shear connectors <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | Dimensions of haunches <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | 5.4 Temperature effects and shrinkage modified by creep <\/td>\n<\/tr>\n | ||||||
| 25<\/td>\n | Shrinkage strains and creep reduction factors 5.5 Deflections Range of concretes for which Table 2 can be used <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | 6 Design and detailing of superstructure for the ultimate limit state 6.1 Analysis of structure 6.2 Analysis of sections <\/td>\n<\/tr>\n | ||||||
| 27<\/td>\n | 6.3 Longitudinal shear <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | Shear planes and transverse reinforcement <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | 7 Composite box girders 7.1 General 7.2 Effective span <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | 7.3 Effective breadth 7.4 Distribution of bending moments and vertical shear forces 7.5 Longitudinal shear <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | 7.6 Torsion Coefficient K 7.7 Composite plate <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | 8 Cased beams and filler beam construction 8.1 General 8.2 Limit state requirements 8.3 Analysis of structure <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | 8.4 Analysis of sections 8.5 Longitudinal shear 8.6 Temperature and shrinkage effects <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | 8.7 Control of cracking 8.8 Design and construction <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | 9 Permanent formwork 9.1 General 9.2 Materials 9.3 Structural participation 9.4 Temporary construction loading 9.5 Design <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | 9.6 Special provisions for precast concrete or composite precast concrete permanent formwork 10 Use of friction grip bolts as shear connectors in composite beams 10.1 General 10.2 Design criteria: static loading <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | 10.3 Fatigue 10.4 Other considerations 11 Composite columns 11.1 General <\/td>\n<\/tr>\n | ||||||
| 41<\/td>\n | 11.2 Moments and forces in columns <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | 11.3 Analysis of column cross-section <\/td>\n<\/tr>\n | ||||||
| 45<\/td>\n | Values of constants Cl and C2 for axially loaded concrete filled circular hollow sections <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | 12 Influence of method of construction on design 12.1 Sequence of construction 12.2 Permanent formwork 13 Prestressing in composite construction 13.1 General 13.2 Methods of prestressing <\/td>\n<\/tr>\n | ||||||
| 47<\/td>\n | 13.3 Limit state requirements 13.4 Prestressing the steel beam 13.5 Stress limitations in concrete at transfer 13.6 Loss of prestress <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | (normative) Formulae and tables for the design of composite columns (normative) Formulae and tables for the design of composite columns Coefficient K1 Coefficient K2 General Concrete-filled circular hollow sections <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | Concrete-encased steel sections and concrete-filled rectangular hollow sections Coefficient K3 Concrete-filled circular hollow sections Values of the coefficient K3 for encased sections and concrete-filled rectangular hollow sections Ultimate moment of resistance, Mu, of composite columns General <\/td>\n<\/tr>\n | ||||||
| 50<\/td>\n | Equations for calculating Mu for concrete-encased steel sections and concrete-filled rectangular hollow sections <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | Equations for calculating Mu for concrete-filled circular hollow steel sections <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | Force diagrams for calculating Mu <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | Chart for evaluating Mu of concrete filled circular hollow section <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Steel, concrete and composite bridges – Code of practice for design of composite bridges<\/b><\/p>\n |