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7.13:

Cabo Sujeito ao seu Peso Próprio

JoVE Core
Mechanical Engineering
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JoVE Core Mechanical Engineering
Cable Subjected to Its Own Weight

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Consider the cables in overhead power transmission lines. Determine the shape or sag and tension in the cable to ensure stability in the power transmission lines. For analysis of the cable subjected to its own weight, a generalized loading function is used that acts along the cable's arc length instead of the projected length. Next, consider a small segment of the cable and draw a free-body diagram of the segment. By applying the equations of equilibrium, a set of three equations can be obtained. Here, the first and second equation represents the horizontal and vertical component of the tensile force, respectively. Using Pythagoras' theorem, a relation can be established between the change in the vertical distance, dy and the arc length of the cable, ds. This relation is substituted in the third equation. Finally, by rearranging the terms and integrating the equation, the expression for the shape of the cable can be determined.

7.13:

Cabo Sujeito ao seu Peso Próprio

Overhead power transmission lines rely on cables to carry electricity across large distances. To ensure the stability and functionality of these lines, it is crucial to understand the shape and tension experienced by the cables under the influence of their weight.

A generalized loading function is employed to analyze a cable subjected to its own weight. This function considers the force acting along the cable's arc length rather than its projected length, providing a more accurate representation of the cable's behavior. To further analyze the cable, a small segment of the cable is considered, and a free-body diagram is drawn. The diagram helps to visualize the forces acting on the cable segment and serves as a basis for applying the equilibrium equations.

Figure 1

A set of three equations can be obtained by applying the equilibrium equations to the cable segment. The first and second equations represent the horizontal and vertical components of the tensile force acting on the cable, respectively.

Equation 1

Equation 2

Equation 3

Using Pythagoras' theorem, a relationship can be established between the change in vertical distance (dy) and the arc length of the cable (ds). The relationship is then substituted into the third equation obtained from the equations of equilibrium. Finally, by rearranging the terms in the equation and integrating the obtained equation, an expression for the shape of the cable can be determined.

Equation 4

This expression allows engineers to calculate the sag and tension in the cable, ensuring the stability and efficiency of overhead power transmission lines.

Suggested Reading

  1. Hibbeler, R.C. (2016). Engineering Mechanics ‒ Statics and Dynamics. Hoboken, New Jersey: Pearson Prentice Hall. pp 388-390.