The permissible concrete stress in tension due to bending of M20 in calculation relating to resistance to cracking as per IS 3370-1965 part II is:

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The permissible concrete stress in tension due to bending of M20 in calculation relating to resistance to cracking as per IS 3370-1965 part II is:

A20kg/cm²

B17 kg/cm²

C14 kg/cm²

D10kg/cm²

Answer:

B. 17 kg/cm²

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