11.
The limit of eccentricity for no tensile conditions for a column of circular section of diameter (d) is

13.
In a thick cylindrical shell subjected to an internal pressure (p), the radial stress across the thickness of the cylinder is

14.
A simply supported beam of length 'l' carries a point load 'W' at a point C as shown in the below figure. The maximum deflection lies at
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20.
Tensile strength of a material is obtained by dividing the maximum load during the test by the

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