Stresses. In no case shall the stress in the concrete under proposed working load exceed 50 kg/cm2, and 70 kg/ cm2, in the case of 1:2:4 and 1:1: 1/2:3 mix respectively steel stresses shall not exceed 2300 kg/cm2 in tension and 1900 kg/cm2; in compression. When the stresses in concrete piles are reviewed. No consideration will be given for the effectiveness of reinforcement.
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Stresses. In no case shall the stress in the concrete under proposed working load exceed 50 kg/cm2, and 70 and70 kg/ cm2, in the case of 1:2:4 and 1:1: 1/2:3 mix respectively steel stresses shall not exceed 2300 kg/cm2 in tension and 1900 kg/cm2; in compression. When the stresses in concrete piles are reviewed. No consideration will be given for the effectiveness of reinforcement.
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