Design of a Reservoir for An Army Cantonment of 40,000 Men

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Use 15/16ths inch square "bars spaced 9£ inch centers. Area ■ 2.34 square inches .1 O.K. The same steel and spacing will be used in A E as is used in A B.
RA1T0 OF i3Ti£EL TO COHORfcTfc IS STEM.
The section shown in the General Drawing will "be assumed: The area of concrete in the stem is then ^ x 26 x 16 x 48 ■ 74b8 square inches. Tne total horizontal steel in the steam to take tne water pressure is 122.45 square inches. Usually from 1 to lfc §er cent, of the area of concrete in the stem is st
...eel.
If the ratio or steel to concrete is taken at 1&£, the required area or steel would be ?488 ♦.OlS ■ ll£,32 square inches.
The actual area of steel checks Up with xhe usual assumed ratio or steel to concrete and is therefore O.K.
25 TEMPaRATTJRa REINFORCEMENT It) 3TEM.
THE only temperature reinforcement in the stem will toe vertical and will be assumed to be 0»4$ of the average horizontal area per foot lengtn of retaining wall. Try 2 angles -3" x 3" x i n . Space the ladders 3«0" center to center.


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