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Question

The central sag or dip of the cable varies from:

The correct answer is

(1/10)th to (1/15)th of the span

Cable Sag and Span Definition

In structural engineering and electrical transmission, a cable is often suspended between two points, forming a curve known as a catenary. The lowest point of this curve, measured vertically from the line connecting the two support points, is called the sag or dip of the cable. The horizontal distance between the two support points is known as the span of the cable.

The relationship between the sag and the span is a crucial design parameter, especially for overhead transmission lines, suspension bridges, and other cable-supported structures. It directly impacts the tension in the cable, the material requirements, and the clearance needed below the cable.

Typical Sag-to-Span Ratio for Cables

The central sag or dip of a cable is not arbitrary; it's designed to fall within a specific range relative to its span to ensure structural efficiency, limit tension, and manage material costs. For most practical applications, particularly in power transmission lines and general structural design where cables are allowed to sag for economic and tension-reducing reasons, the typical ratio of the central sag to the total span falls within a widely accepted range.

  • A smaller sag-to-span ratio means the cable is pulled tighter, leading to higher tension in the cable. This requires stronger materials and support structures.
  • A larger sag-to-span ratio reduces tension but increases the amount of cable material needed and requires greater clearance below the cable.

Engineers aim for an optimal balance. Historically and practically, it has been observed that for efficient and safe cable design, the central sag is usually a fraction of the total span. This fraction typically ranges from approximately \( \frac{1}{10} \) to \( \frac{1}{15} \) of the span.

This means if a cable has a span of 100 meters, its central sag would typically be between 10 meters \( \left( 100 \text{ m} \times \frac{1}{10} \right) \) and 6.67 meters \( \left( 100 \text{ m} \times \frac{1}{15} \right) \).

Analyzing the Options

Let's evaluate the given options based on standard engineering practices for cable sag:

  • (1/10)th to (1/15)th of the span: This range is widely considered the standard and most practical for the central sag of cables in many applications, offering a good balance between cable tension, material usage, and clearance requirements. This aligns with common engineering guidelines.
  • (1/10)th to (1/35)th of the span: The upper limit (1/35) is too small. A sag of 1/35th of the span would imply very high tension in the cable, which is generally undesirable for long spans due to increased material stress and support structure requirements.
  • (1/50)th to (1/100)th of the span: These values represent extremely small sag-to-span ratios. Such small sags would result in excessively high tension, making the design impractical and uneconomical, requiring exceptionally strong materials and anchorages.
  • (1/5)th to (1/40)th of the span: While 1/5th represents a very large sag, which is sometimes seen in very short, lightly loaded cables, it's generally too large for typical applications where sag needs to be managed for clearance and aesthetics. The lower limit (1/40)th is too small, similar to the reasoning above.

Therefore, the range of \( \frac{1}{10} \)th to \( \frac{1}{15} \)th of the span is the most appropriate and commonly used standard for the central sag or dip of a cable.

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Important Questions from Cables and Frames

  1. A cable subjected to its own weight and free of any other loads will take the form of

  2. If a beam supports two concentrated loads, then the shape of profile followed by cable is:

  3. The lateral deflection of a frame is called as__________.

  4. Frames are characterized by __________ resisting members at some or all the joints.

  5. In which of the following supports of frames, both reactions are always vertical and may be found out by the principle of moments?

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