
The change in length of a wire due to an applied force is given by the formula: \[ \Delta L = \frac{F L}{A Y} \] where \( F \) is the applied force, \( L \) is the length of the wire, \( A \) is the cross-sectional area, and \( Y \) is the Young's modulus of the material. 
Since both wires are made of the same material, \( Y \) is constant for both. 
The cross-sectional area \( A \) of a wire is proportional to the square of the radius: \[ A = \pi r^2 \] 
Let the radius of the first wire be \( r_1 \) and the radius of the second wire be \( r_2 \), with \( r_1 : r_2 = 2 : 1 \), so: \[ A_1 : A_2 = (2^2) : (1^2) = 4 : 1 \] Let the lengths of the wires be \( L_1 \) and \( L_2 \), with \( L_1 : L_2 = 1 : 2 \). Now, using the formula for change in length: \[ \Delta L_1 : \Delta L_2 = \frac{F L_1}{A_1} : \frac{F L_2}{A_2} = \frac{L_1}{A_1} : \frac{L_2}{A_2} \] Substitute the ratios: \[ \Delta L_1 : \Delta L_2 = \frac{1}{4} : \frac{2}{1} = 1 : 8 \] 
Thus, the ratio of their change in length is \( 1 : 8 \).

Two slabs with square cross section of different materials $(1,2)$ with equal sides $(l)$ and thickness $\mathrm{d}_{1}$ and $\mathrm{d}_{2}$ such that $\mathrm{d}_{2}=2 \mathrm{~d}_{1}$ and $l>\mathrm{d}_{2}$. Considering lower edges of these slabs are fixed to the floor, we apply equal shearing force on the narrow faces. The angle of deformation is $\theta_{2}=2 \theta_{1}$. If the shear moduli of material 1 is $4 \times 10^{9} \mathrm{~N} / \mathrm{m}^{2}$, then shear moduli of material 2 is $\mathrm{x} \times 10^{9} \mathrm{~N} / \mathrm{m}^{2}$, where value of x is _______ .
A steel wire of length 2 m and Young's modulus \( 2.0 \times 10^{11} \, \text{N/m}^2 \) is stretched by a force. If Poisson's ratio and transverse strain for the wire are \( 0.2 \) and \( 10^{-3} \) respectively, then the elastic potential energy density of the wire is \( \times 10^6\), in SI units .
A solid cylinder of mass 2 kg and radius 0.2 m is rotating about its own axis without friction with angular velocity 5 rad/s. A particle of mass 1 kg moving with a velocity of 5 m/s strikes the cylinder and sticks to it as shown in figure. 
The angular velocity of the system after the particle sticks to it will be: