(a) A steel tube is shrunk on to another steel tube to form a compound cylinder 60mm internal diameter, 180mm external diameter. The internal radial compressive stress at the 120mm common diameter is 30M N/m². Calculate the shrinkage allowance. E = 200 G N/m²
(b) If the compound cylinder is now subjected to an internal pressure of 25 M N/m². Calculate the resultant hoop stresses at the internal and external surfaces of the compound cylinder.
Answer is given below
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