BS 8110-2:1985
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Structural use of concrete Code of practice for special circumstances
Hardcopy , PDF
English
30-11-2005
16-04-2010
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
Deals with situations not specifically described in Part 1. Gives guidance on ultimate limit state calculations and the derivation of partial factors of safety; serviceability calculations, with emphasis on deflections under loading and on cracking.
| Committee |
B/525/2
|
| DevelopmentNote |
Supersedes BS CP110-1(1972). (08/2001) Supersedes 81/15604 DC and 86/12217 DC (10/2005) Supersedes 05/30135244 DC. (12/2005) Reviewed and confirmed by BSI, March 2008. (02/2008) Inactive for the new design. (11/2008)
|
| DocumentType |
Standard
|
| Pages |
68
|
| PublisherName |
British Standards Institution
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
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