Given: - Upper load mass: \(2 \, \text{kg}\) - Lower load mass: \(1 \, \text{kg}\)
Tension in the upper wire (\(T_{\text{upper}}\)) equals the total weight of both loads:
\[ T_{\text{upper}} = (2 \, \text{kg} + 1 \, \text{kg}) \times g = 3 \times 10 = 30 \, \text{N} \]
Tension in the lower wire (\(T_{\text{lower}}\)) equals the weight of the lower load:
\[ T_{\text{lower}} = 1 \times 10 = 10 \, \text{N} \]
Longitudinal strain (\(\epsilon\)) formula:
\[ \epsilon = \frac{\text{Stress}}{Y} = \frac{T}{A \times Y} \]
Upper wire strain:
\[ \epsilon_{\text{upper}} = \frac{T_{\text{upper}}}{A \times Y} = \frac{30}{5 \times 10^{-7} \times 2 \times 10^{11}} \] \[ \epsilon_{\text{upper}} = \frac{30}{2 \times 10^{6}} = 1.5 \times 10^{-5} \]
Lower wire strain:
\[ \epsilon_{\text{lower}} = \frac{T_{\text{lower}}}{A \times Y} = \frac{10}{5 \times 10^{-7} \times 2 \times 10^{11}} \] \[ \epsilon_{\text{lower}} = \frac{10}{2 \times 10^{6}} = 0.5 \times 10^{-5} \]
Ratio of upper wire strain to lower wire strain:
\[ \text{Ratio} = \frac{\epsilon_{\text{upper}}}{\epsilon_{\text{lower}}} = \frac{1.5 \times 10^{-5}}{0.5 \times 10^{-5}} = 3 \]
Conclusion: The ratio of the upper wire's longitudinal strain to the lower wire's longitudinal strain is \(3\).
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 \( Y=2.0\times10^{11}\,\text{N/m}^2 \)). 