The stress-strain graphs for materials A and B are shown in the figure. Young’s modulus of material A is (the graphs are drawn to the same scale):

1. equal to material B
2. less than material B
3. greater than material B
4. can't say

The stress-strain graphs for materials A and B are shown in the figure. Strength of material A is (the graphs are drawn to the same scale):

$$\begin{gathered} \left(1\right) \mathrm{greater} \mathrm{than} \mathrm{material} \mathrm{B} \\ \left(2\right) \mathrm{equal} \mathrm{to} \mathrm{material} \mathrm{B} \\ \left(3\right) \mathrm{less} \mathrm{than} \mathrm{material} \mathrm{B} \\ \left(4\right) \mathrm{insufficient} \mathrm{data} \end{gathered}$$

Two wires of diameter 0.25 cm, one made of steel and the other made of brass are loaded, as shown in the figure. The unloaded length of the steel wire is 1.5 m and that of the brass wire is 1.0 m. The elongation of the steel wire will be:

(Given that Young's modulus of the steel, \(Y_S=2 \times 10^{11}~Pa\)$\mathrm{}$ and Young's modulus of brass, \(Y_B=1 \times 10^{11}~Pa\))

$1. 1.5\times {10}^{-4} \mathrm{m }$
2. 0.5×10^-4 m 
3. 3.5×10^-4 m 
4. 2.5×10^-4 m

The edge of an aluminium cube is 10 cm long. One face of the cube is firmly fixed to a vertical wall. A mass of 100 kg is then attached to the opposite face of the cube. The shear modulus of aluminium is 25 GPa. What is the vertical deflection of this face?

$\mathrm{1.\; 4}.86\times {10}^{-6} \mathrm{m}$
2. 3.92×10^-7 m
3. 3.01×10^-6 m
4. 6.36×10^-7 m

Four identical hollow cylindrical columns of mild steel support a big structure of a mass of 50,000 kg. The inner and outer radii of each column are 30 cm and 60 cm respectively. Assuming the load distribution to be uniform, the compressional strain of each column is:
(Given, Young's modulus of steel, $\mathrm{Y}=2\times {10}^{11} \mathrm{Pa}$)$$
1. 3.03×10-7
2. 2.8×10^-6
3. 7.22×10^-7
4. 4.34×10^-6

A steel cable with a radius of 1.5 cm supports a chairlift at a ski area. If the maximum stress is not to exceed 10⁸ N/m², what is the maximum load that the cable can support?
1. 7.06 x 10⁴ N
2. 5.03 x 10⁴ N
3. 1.09 x 10⁴ N
4. 17 x 10⁴ N

A 14.5 kg mass, fastened to the end of a steel wire of unstretched length 1.0 m, is whirled in a vertical circle with an angular velocity of 2 rev/s at the bottom of the circle. The cross-sectional area of the wire is 0.065 ${\mathrm{cm}}^2$. The elongation of the wire when the mass is at the lowest point of its path is:

$1. 7.01\times {10}^{-3} m$

$2. 2.35\times {10}^{-3} m$

$3. 1.87\times {10}^{-3} m$

$4. 3.31\times {10}^{-3} m$

What is the density of water at a depth where pressure is 80.0 atm, given that its density
at the surface is 1.03×${10}^3$ $\mathrm{kg} {\mathrm{m}}^{-3}$?

$1. 0.021\times {10}^3 \mathrm{kg} {\mathrm{m}}^{-3}$
2. 4.022×10⁵ kg m^-3
3. 3.034×10⁴ kg m^-3
4. 1.034×10³ kg m^-3

The volume contraction of a solid copper cube, 10 cm on an edge, when
subjected to a hydraulic pressure of 7.0×${10}^6 \mathrm{Pa}$ is:

(Bulk modulus of copper is $140\times {10}^9 \mathrm{Pa}$.)

$1. 3.1\times {10}^{-2} {\mathrm{m}}^3$
2. 9.1×10^-3 cm³
3. 5.0×10^-2 cm³
4. 7.9×10^-2 cm³

How much should the pressure on a litre of water be changed to compress it by 0.10%?

(Given Bulk modulus of water, $\mathrm{B}=2.2\times {10}^9 {\mathrm{Nm}}^{-2}$)

$$\begin{gathered} \left(1\right) 4.8\times {10}^6 \mathrm{N}/{\mathrm{m}}^2 \\ \left(2\right) 2.2\times {10}^6 \mathrm{N}/{\mathrm{m}}^2 \\ \left(3\right) 5.1\times {10}^6 \mathrm{N}/{\mathrm{m}}^2 \\ \left(4\right) 3.3\times {10}^6 \mathrm{N}/{\mathrm{m}}^2 \end{gathered}$$