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[A + (m - 1) ASC] known as equivalent concrete area of R.C.C. is given by

A. Modular ratio method

B. Load factor method

C. Ultimate load method

D. None of these

Answer: Option A


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If the shear stress in a R.C.C. beam is

A. Equal or less than 5 kg/cm2, no shear reinforcement is provided

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