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A column made of cast iron is carrying a load of 120 kN. If the internal and external diameter of the column are given as 100 mm and 120 mm, respectively, then the value of eccentricity (in metre) up to which there will be no tensile stress in the column will develop will be
Options :-
- 0.076
- 0.054
- 0.068
- 0.009
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