A cable carrying a load of 10 kN per metre run of horizontal span, is stretched between supports 100 metres apart. The supports are at the same level and the central dip is 8 metres. Find the horizontal reaction developed at the support
1562.5 kN
This solution details the calculation for determining the horizontal reaction at the supports of a cable carrying a load. We'll analyze the forces and geometry involved using standard engineering principles.
The problem provides the following key information about the cable setup:
For a flexible cable supporting a load that is uniformly distributed horizontally, the cable's shape approximates a parabola. The horizontal reaction, often denoted as H, represents the horizontal component of the tension within the cable. This component is constant along the entire length of the cable and acts parallel to the line connecting the supports.
The relationship between the horizontal reaction (H), the uniform horizontal load (w), the horizontal span (L), and the central dip (d) for a cable supported at the same level is given by the formula:
$$H = \frac{w L^2}{8d}$$
This formula is derived from the equilibrium equations of the cable, specifically considering the segment from the center to one support.
We can calculate the horizontal reaction by substituting the given values into the formula:
$$H = \frac{(10 \text{ kN/m}) \times (100 \text{ m})^2}{8 \times (8 \text{ m})}$$
$$(100 \text{ m})^2 = 10000 \text{ m}^2$$
$$10 \text{ kN/m} \times 10000 \text{ m}^2 = 100000 \text{ kN} \cdot \text{m}$$
$$8 \times 8 \text{ m} = 64 \text{ m}$$
$$H = \frac{100000 \text{ kN} \cdot \text{m}}{64 \text{ m}}$$
$$H = 1562.5 \text{ kN}$$
The calculated horizontal reaction developed at the support is 1562.5 kN. This corresponds to the value presented in the options.
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