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A heavy rope is suspended from the ceili...

A heavy rope is suspended from the ceiling of a room. If `phi` is the density of the rope, L be its original length and Y be its. Young's modulus, then increase `DeltaL` in the length of the rope due to its own weight is

A

a. `DeltaL=(phi gL^(2))/(Y)`

B

b. `DeltaL=(2phi g L^(2))/(Y)`

C

c. `DeltaL=(phi g L^(2))/(2Y)`

D

d. `DeltaL=(phigL)/(Y)`

Text Solution

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The correct Answer is:
To find the increase in length \( \Delta L \) of a heavy rope suspended from the ceiling due to its own weight, we can follow these steps: ### Step 1: Understand the Problem We have a rope of original length \( L \), density \( \phi \), and Young's modulus \( Y \). The rope is subjected to its own weight, which causes it to stretch. We need to find the increase in length \( \Delta L \). ### Step 2: Consider an Element of the Rope Consider a small element of the rope at a distance \( x \) from the bottom with a small length \( dx \). The weight of this element will contribute to the tension in the rope. ### Step 3: Calculate the Weight of the Element The mass \( m \) of the small element can be expressed as: \[ m = \text{Volume} \times \text{Density} = A \cdot dx \cdot \phi \] where \( A \) is the cross-sectional area of the rope. The weight \( W \) of this small element is given by: \[ W = m \cdot g = A \cdot dx \cdot \phi \cdot g \] where \( g \) is the acceleration due to gravity. ### Step 4: Determine the Stress on the Element The stress \( \sigma \) on the element is defined as the force (weight) per unit area: \[ \sigma = \frac{W}{A} = \frac{A \cdot dx \cdot \phi \cdot g}{A} = \phi \cdot g \cdot dx \] ### Step 5: Calculate the Strain in the Element Strain \( \epsilon \) is defined as the change in length per unit length: \[ \epsilon = \frac{\Delta l}{dx} \] where \( \Delta l \) is the change in length of the small element. ### Step 6: Relate Stress and Strain using Young's Modulus According to Hooke's Law, Young's modulus \( Y \) relates stress and strain: \[ Y = \frac{\sigma}{\epsilon} \] Substituting the expressions for stress and strain: \[ Y = \frac{\phi \cdot g \cdot dx}{\Delta l / dx} \] Rearranging gives: \[ \Delta l = \frac{\phi \cdot g \cdot dx}{Y} \] ### Step 7: Integrate to Find Total Change in Length To find the total increase in length \( \Delta L \), we need to integrate \( \Delta l \) from \( x = 0 \) to \( x = L \): \[ \Delta L = \int_0^L \frac{\phi \cdot g \cdot x}{Y} \, dx \] This simplifies to: \[ \Delta L = \frac{\phi \cdot g}{Y} \int_0^L x \, dx \] Calculating the integral: \[ \int_0^L x \, dx = \frac{L^2}{2} \] Thus, \[ \Delta L = \frac{\phi \cdot g}{Y} \cdot \frac{L^2}{2} \] ### Step 8: Final Expression The final expression for the increase in length \( \Delta L \) is: \[ \Delta L = \frac{\phi \cdot g \cdot L^2}{2Y} \] ### Conclusion The increase in length \( \Delta L \) in the rope due to its own weight is: \[ \Delta L = \frac{\phi g L^2}{2Y} \]
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