A cast iron pipe of external diameter 300 mm has walls 10 mm thick and is required to carry water to a maximum of half its internal depth. If the failure stress in tension of cast iron is 138 N / mm ^{2} calculate the maximum allowable simply supported span the pipe can have. Take the density of cast iron as 72.3 kN / m ^{3} and ignore the negligibly small shear stresses.
Ans. 27.0 m.