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Curing shall be done for a period of not less than 14 days. 8.2.5 The risk of cracking due to overall temperature and shrinkage effects may be minimized by limiting the changes in moisture content in concrete and temperature to which the structure as a whole is

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7 IS 1343 : 2012 where t = age of concrete in days at the moment considered, t0 = age of concrete at loading in days, (t–t0) = duration of loading in days, βH = a coefficient depending on the relative humidity (RH in percent) and the notional meer size (h0 in mm). = 18