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A flexible chain of weight W hangs betwe...

A flexible chain of weight W hangs between two fixed points A and B at the same level. The inclination of the chain with the horizontal at the two points of support is `theta`. Calculated the tension of the chain at end points and also at the lower most point .
[Hints : Consider equilibrium of each half of the chain. ]

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To solve the problem of a flexible chain hanging between two fixed points A and B at the same level with an inclination of `theta` at the endpoints, we will analyze the forces acting on the chain and apply the principles of equilibrium. ### Step-by-Step Solution: 1. **Understanding the Setup**: - The chain has a total weight \( W \) and is suspended between two fixed points A and B. - The angle of inclination with the horizontal at points A and B is \( \theta \). - The chain can be considered to be in static equilibrium. 2. **Dividing the Chain**: - We can divide the chain into two halves for analysis. Let’s consider one half of the chain from point A to the midpoint of the chain. 3. **Forces Acting on the Half Chain**: - The weight of the half chain can be represented as \( \frac{W}{2} \) acting downwards at the midpoint. - The tension at point A is denoted as \( T_1 \) and at the midpoint as \( T_2 \). 4. **Resolving Tension into Components**: - The tension \( T_1 \) at point A can be resolved into two components: - Horizontal component: \( T_1 \cos(\theta) \) - Vertical component: \( T_1 \sin(\theta) \) 5. **Applying Equilibrium Conditions**: - For vertical equilibrium, the upward force must equal the downward force: \[ T_1 \sin(\theta) = \frac{W}{2} \] - For horizontal equilibrium, the horizontal components must balance: \[ T_2 = T_1 \cos(\theta) \] 6. **Calculating Tension at Point A**: - From the vertical equilibrium equation, we can solve for \( T_1 \): \[ T_1 = \frac{W}{2 \sin(\theta)} \] 7. **Calculating Tension at the Midpoint**: - Substitute \( T_1 \) into the horizontal equilibrium equation to find \( T_2 \): \[ T_2 = T_1 \cos(\theta) = \left(\frac{W}{2 \sin(\theta)}\right) \cos(\theta) = \frac{W \cos(\theta)}{2 \sin(\theta)} \] 8. **Final Results**: - The tension at the endpoints (point A and point B) is: \[ T_1 = \frac{W}{2 \sin(\theta)} \] - The tension at the lowest point (midpoint) is: \[ T_2 = \frac{W \cos(\theta)}{2 \sin(\theta)} \] ### Summary of Results: - Tension at endpoints \( T_1 = \frac{W}{2 \sin(\theta)} \) - Tension at the lowest point \( T_2 = \frac{W \cos(\theta)}{2 \sin(\theta)} \)
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