By B.S. Choo, T.J. MacGinley
ISBN-10: 0419138307
ISBN-13: 9780419138303
This new version of a hugely functional textual content provides an in depth presentation of the layout of universal strengthened concrete constructions to restrict nation idea based on BS 8110.
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Additional resources for Reinforced Concrete: Design theory and examples
Example text
Page 21 (i) Before construction Chlorides can be admitted in admixtures containing calcium chloride, through using mixing water contaminated with salt water or improperly washed marine aggregates. (ii) After construction Chlorides in salt or sea water, in airborne sea spray and from de-icing salts can attack permeable concrete causing corrosion of reinforcement. 2. 4% for concrete containing embedded metal. It was common practice in the past to add calcium chloride to concrete to increase the rate of hardening.
Further aspects of materials selection are discussed below. 3 Errors in design calculations and detailing An independent check should be made of all design calculations to ensure that the section sizes, slab thickness etc. and reinforcement sizes and spacing specified are adequate to carry the worst combination of design loads. The check should include overall stability, robustness and serviceability and foundation design. Incorrect detailing is one of the commonest causes of failure and cracking in concrete structures.
The main factor affecting workability is the water content of the mix. Admixtures will increase workability but may reduce strength. The size of aggregate, its grading and shape, the ratio of coarse to fine aggregate and the aggregate-to-cement ratio also affect workability to some degree. 2 Measurement of workability (a) Slump test The fresh concrete is tamped into a standard cone which is lifted off after filling and the slump is measured. The slump is 25–50 mm for low workability, 50–100 mm for medium workability and 100–175 mm for high workability.
Reinforced Concrete: Design theory and examples by B.S. Choo, T.J. MacGinley
by Ronald
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