F. K. Kong MA, MSc, PhD, CEng, FICE, FIStructE, R. H. Evans CBE, DSc, D ès Sc, DTech, PhD, CEng, FICE, FIMechE, FIStructE (auth.)-Reinforced and Prestressed Concrete-Springer US (1987)

454 Practical design and detailing
I
I
I
I
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I
50~------~~------~
1 .. --==~====~
T-~
2 2
[Qt-3
2 2
L 14T25-1-2508
I
-r-
14T25-1-25081
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PLAN
Cover to outer bars = 40
Fig. 11.6-2 Typical foundation (I]
References
1 Joint Committee Report on Standard Method of Detailing Structural Concrete.
Concrete Society and the Institution of Structural Engineers, London, 1987.
2 Model Procedure for the Presentation of Calculations. Concrete Society
Technical Report No. 5, London, 1981.
3 Higgins, J. B. and Rogers, B. R. Designed and Detailed BS8IJO: 1985.
Cement and Concrete Association, Slough, 1986.
4 BS 6399: Part 1: 1984. Code of Practice for Dead and Imposed Loads. British
Standards Institution, London, 1984.
5 CP 3 : Chapter V: Part 2 : 1972. Wind Loads. British Standards Institution,
London, 1972.
6 Reynolds, C. E. and Steedman, J. C. Reinforced Concrete Designer's
Handbook, 9th edn. Cement and Concrete Association Viewpoint Publication,
Slough, 1981.
7 Bardhan-Roy, B. K. Fire resistance-design and detailing. In Handbook of
Structural Concrete, edited by Kong, F. K., Evans, R. H., Cohen, E. and Roll,
F. Pitman, London and McGraw-Hill, New York, 1983, Chapter 14. Taylor,
H. P. J. Structural performance as influenced by detailing. In ibid., Chapter
13.
8 Fire Safety of Concrete Structures (ACI Publication SP-80). American
Concrete Institute, Detroit, 1983.
9 BS 153: Part3A: 1972. Steel Girder Bridges-Loads. British Standards Institution,
1972.
10 Harris, A. J. et al. Aims of Structural Design. Institution of Structural
Engineers, London, 1975.
11 Mayfield, B., Kong, F. K., Bennison, A. and Davies, J. C. D. T. Corner joint
details in structural lightweight concrete. Proc. ACI, 68, No. 5, May 1971,
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