Reinforced Concrete: a Manual of Practice

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Reinforced Concrete: a Manual of Practice
Ernest Mccullough
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When the adhesion is destroyed, each rod becomes a long and extremely slender column.
To call "n" the ratio between the moduli of elasticity is not correct. The term "ratio of stress in steel to stress in concrete" gives a clearer idea. The ratio is sometimes as high as 20, but the safest value to use when a factor of safety of from 4 to 5 is wanted in the concrete, lies between 12 and 15.
Calling A the total area of the column section (including the steel) and "p" the percentage of reinforceme
...nt, the area of the steel will be PA the unit stress in the steel will be nc and the area of the concrete will be A (1-p) The total compressive stress in the steel will be pAnc and in the concrete will be Ac(l-p) How much strength does the longitudinal steel add to the concrete? The formula: P = A«(l+(n — l)p) indicates that each addition of 1 per cent of steel adds (n— 1) % of strength to the concrete.
The same formula enables us to find when the steel in the usual structural shapes will carry the load without the concrete.


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