$\frac{7FL}{2AY}$
The rods are in series, so the total elongation is the sum of elongations of each rod. The formula for elongation is $\Delta L = \frac{FL}{AY}$, where $L$ is the length, $A$ is the area, and $Y$ is Young's modulus.
For rod 1: $L_1 = L$, $A_1 = A$, elongation $\Delta L_1 = \frac{F \cdot L}{A \cdot Y}$.
For rod 2: $L_2 = 3L$, $A_2 = 2A$, elongation $\Delta L_2 = \frac{F \cdot 3L}{2A \cdot Y}$.
For rod 3: $L_3 = 3L$, $A_3 = 3A$, elongation $\Delta L_3 = \frac{F \cdot 3L}{3A \cdot Y} = \frac{F \cdot L}{A \cdot Y}$.
Total elongation $\Delta L = \Delta L_1 + \Delta L_2 + \Delta L_3 = \frac{FL}{AY} + \frac{3FL}{2AY} + \frac{FL}{AY}$.
Combine: $\Delta L = \frac{FL}{AY} (1 + \frac{3}{2} + 1) = \frac{FL}{AY} \left(1 + 1.5 + 1\right) = \frac{FL}{AY} \times \frac{7}{2} = \frac{7FL}{2AY}$.
One end of a steel wire is fixed to the ceiling of an elevator moving up with an acceleration \( 2\,\text{m/s}^2 \) and a load of \( 10\,\text{kg} \) hangs from the other end. If the cross-section of the wire is \( 2\,\text{cm}^2 \), then the longitudinal strain in the wire is given. (Take \( g=10\,\text{m/s}^2 \) and \( Y=2.0\times10^{11}\,\text{N/m}^2 \)). 