Cables and Arches - Examples & Applications

Mathematical Theory Examples

Example 1: Cable Subjected to Concentrated Loads

A flexible cable is anchored at two supports A and B, which are at the same elevation and 10 m10\text{ m} apart. A single concentrated load of 100 kN100\text{ kN} is hung exactly in the middle of the span (x=5 mx = 5\text{ m}). The sag at the center is measured to be 2 m2\text{ m}. Determine the maximum tension in the cable. Neglect the weight of the cable.

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Example 2: Parabolic Cable (Uniformly Distributed Horizontal Load)

A suspension bridge cable has a span of 100 m100\text{ m} and a maximum sag of 10 m10\text{ m}. It supports a uniformly distributed deck load of w=20 kN/mw = 20\text{ kN/m} (measured horizontally). Determine the equation of the cable shape and the maximum tension.

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Example 3: Catenary Cable (Uniformly Distributed Load Along Cable)

A high-voltage transmission line is strung between two towers 200 m200\text{ m} apart. The cable itself weighs 10 N/m10\text{ N/m} along its own length. If the minimum tension in the cable (at the lowest point) is 5000 N5000\text{ N}, find the maximum sag.

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Case Studies: Conceptual Theory

Case Study 1: Parabola vs. Catenary in Bridge Engineering

The main cables of the Golden Gate Bridge are often assumed to be parabolas, while the cables of high-voltage transmission lines are modeled as catenaries. What is the fundamental physical difference in the loading that causes these two distinct mathematical shapes?

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Case Study 2: The Funicular Shape of Arches

The Gateway Arch in St. Louis is designed in the shape of an inverted weighted catenary. How does the concept of a "funicular shape" relate arches to hanging cables, and why is this shape structurally ideal?

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