The Elements of Reinforced Concrete Building

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1,358 which is contained in a circle whose diameter is 14^-in. This represents the concrete within the spiral, the external envelope of concrete being entirely neglected. It peels off long before crushing takes place, and thus acts as a most \'aluable sign of overloading ; but it cannot be trusted to< carry any of the weight. If the effective sectional area of the concrete be 165 sq.in.,. then that of the steel, both in vertical rods and spiral, will- be W, or 2 per cent, of this, which is 3.3 sq.in., or rather- more than four circular inches. Eight vertical rods of fin. diameter each may, therefore, be used, or a correspondingly larger number of smaller rods, or smaller number of larger rods. f Each spiral, when unwrapped, is 14^ X 3.1416 = 45 Jin., long. This, divided by the pitch of the spiral, gives the corre- sponding number of short rods, each the length of the spiral, whose total section must equal 3.3 sq.in., or just over four circular inches. If \m. diameter wire be used, containing .25 of a circular- inch in section, then it needs 4-^^, or just over 16 such rods, to contain just over four circular inches.

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