11. The limit of eccentricity for no tensile conditions for a column of circular section of diameter (d) is
12. The thickness of a thin cylindrical shell with hemispherical ends is _________ that of spherical ends.
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
15. The point of contraflexure occurs in
16. The deformation of the bar per unit length in the direction of the force is known as
17. Deformation per unit length in the direction of force is known as
18. A beam of uniform strength has
19. If a material expands freely due to heating it will develop
20. Tensile strength of a material is obtained by dividing the maximum load during the test by the
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