A uniform wire is held at one end and stretched by applying force at the other end. If the product of the length of wire and area of cross-section of the wire remains unchanged, then Poisson's ratio of material of the wire will be:

1.	\(0\)	2.	\(0.50\)
3.	\(-0.5\)	4.	Infinity

Three identical balls of rubber, aluminium, and steel are dropped from the same height on a horizontal rigid surface. If ${\mathrm{V}}_{\mathrm{rubber}} {\mathrm{V}}_{\mathrm{Al}}, \mathrm{and} {\mathrm{V}}_{\mathrm{steel}}$ are their speeds just after the collision, then

(1) ${\mathrm{V}}_{\mathrm{rubber}} = {\mathrm{V}}_{\mathrm{Al}} = {\mathrm{V}}_{\mathrm{steel}}$

(2) ${\mathrm{V}}_{\mathrm{rubber}} > {\mathrm{V}}_{\mathrm{Al}} > {\mathrm{V}}_{\mathrm{steel}}$

(3) ${\mathrm{V}}_{\mathrm{rubber}} < {\mathrm{V}}_{\mathrm{Al}} < {\mathrm{V}}_{\mathrm{steel}}$

(4) ${\mathrm{V}}_{\mathrm{rubber}} > {\mathrm{V}}_{\mathrm{Al}} = {\mathrm{V}}_{\mathrm{steel}}$

A solid cylinder of radius 10 cm and length 1 m clamped from its one end is twisted through an angle of 0.4 rad by applying torque at another free end. The shear strain developed in the cylinder will be:

(1) 0.2

(2) 0.8

(3) 0.02

(4) 0.04

If two wires of the same material and of the same length have a ratio of their radii 1:2, then under the effect of same stretching force their respective elongation will be in the ratio of:

(1) 1: 1

(2) 1: 2

(3) 4: 1

(4) 1: 4

The metal rod (Y = 2 x ${10}^{12}$ dyne/sq. cm) of the coefficient of linear expansion 1.6 x ${10}^{-5}$ per °C has its temperature raised by 20°C. The linear compressive stress to prevent the expansion of the rod is:

(1) 2.4 x ${10}^8$ dyne/sq. cm

(2) 3.2 x ${10}^8$ dyne/sq. cm

(3) 6.4 x ${10}^8$ dyne/sq. cm

(4) 1.6 x ${10}^8$ dyne/sq. cm

One end of a uniform wire of length L and weight ${\mathrm{W}}_0$, is attached rigidly to a point in the roof and weight ${\mathrm{W}}_1$ is suspended from its lower end. If S is the area of cross-section of the wire, the stress in the wire at a height L/4 from its lower end is:

(1) ${\mathrm{W}}_1$/S

(2) [${\mathrm{W}}_1$ + (${\mathrm{W}}_0$/4)]/S

(3) [${\mathrm{W}}_1$ + (3${\mathrm{W}}_0$/4)/S

(4) (${\mathrm{W}}_1$ + ${\mathrm{W}}_0$)/S

An elongation of 0.1% in a wire of cross-sectional area ${10}^{-6} {\mathrm{m}}^2$ causes tension of 100 N. The Young's modulus is:

(1) ${10}^{12}$ $\mathrm{N}/{\mathrm{m}}^2$

(2) ${10}^{11}$ $\mathrm{N}/{\mathrm{m}}^2$

(3) ${10}^{10}$ $\mathrm{N}/{\mathrm{m}}^2$

(4) ${10}^2$ $\mathrm{N}/{\mathrm{m}}^2$

The elongation (\(X\)) of a steel wire varies with the elongating force (\(F\)) according to the graph:
(within elastic limit)

1.		2.
3.		4.

A steel ring of radius r and cross-section area A is fitted on to a wooden disc of radius R (R > r). If Y is Young's modulus of elasticity, then tension with which the steel ring is expanded is:

1.  $\frac{\mathrm{AYR}}{\mathrm{r}}$

2.  $\frac{\mathrm{AY}\left(\mathrm{R} - \mathrm{r}\right)}{\mathrm{r}}$

3.  $\frac{\mathrm{Y}\left(\mathrm{R} - \mathrm{r}\right)}{\mathrm{Ar}}$

4.  $\frac{\mathrm{Yr}}{\mathrm{AR}}$