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Failure Due to Rupture of Steel
This mode of failure is likely in lightly reinforced concrete members in which the ultimate strength of steel is attained before the concrete reaches the ultimate condition. For example, in concrete flexural members with large compression flanges and with low amount of steel, this type of failure may take place.
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I am a Civil Engg student. Why CBR Values determined only at 2.5 and 5 mm penetration ?.
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