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DNone of the above

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The permissible stress in direct compression,in concrete, as in the case of an R.C.C.column, for M 15 grade of concrete is
The ratio of the moments of resistance of a solid circular shaft of diameter D and a hollow shaft (external diameter D and internal diameter d) is
The eccentricity , e of an ellipse is
Within elastic limit, the ratio of normal stress to the corresponding volumetric strain is
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