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Question
Four identical hollow cylindrical columns of mild steel support a big structure of mass 50 $\times$ 103 kg. The inner and outer radii of each column are 50 cm and 100 cm respectively. Assuming uniform local distribution, calculate the compression strain of each column. [Use Y = 2.0 $\times$ 1011 Pa, g = 9.8 m/s2]
3.60 $\times$ 10$-$8
2.60 $\times$ 10$-$7
1.87 $\times$ 10$-$3
7.07 $\times$ 10$-$4

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