Finding the tension in a cable of a bridge

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SUMMARY

The discussion focuses on calculating cable tension for a bridge with a 1600-foot span and a midpoint sag of 100 feet, subjected to a uniform load of 10 kips per foot. The tension at the midpoint can be derived using the principles of catenary and parabolic shapes, which apply to cables under uniform loading. The horizontal tension can be calculated with a specific formula, while the vertical tensions at various points can be determined from this value. The options for midpoint cable tension provided are 3200 pounds, 16000 pounds, 32,000 kips, and 63,000 kips.

PREREQUISITES
  • Understanding of catenary and parabolic shapes in cable mechanics
  • Familiarity with tension calculations in structural engineering
  • Knowledge of uniform load distribution and its effects on cable tension
  • Basic principles of torque and force equilibrium
NEXT STEPS
  • Learn the formula for calculating horizontal tension in cables under uniform load
  • Study the derivation of cable tension formulas for catenary and parabolic shapes
  • Explore examples of tension calculations in bridge engineering
  • Investigate the effects of varying sag on cable tension in different loading scenarios
USEFUL FOR

Structural engineers, civil engineering students, and anyone involved in bridge design and analysis will benefit from this discussion.

arared
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1. Compute the cable tension at the midpoint, the quarterpoint and support for a 1600 foot span with a sag at the midpoint of 100 feet, when the cable is loaded with 10 kips/foot spread uniformly along a horizontal line.

Midpoint Cable Tension=?
a)3200 pounds
b) 16000 pounds
c) 32,000 kips
d) 63,000 kips



Homework Equations





The Attempt at a Solution

I have no idea what to do. the only things that come to mind are the vertical and horizontal forces. Also setting the torque to 0. No real idea I repeat.
 
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arared said:
1. Compute the cable tension at the midpoint, the quarterpoint and support for a 1600 foot span with a sag at the midpoint of 100 feet, when the cable is loaded with 10 kips/foot spread uniformly along a horizontal line.

Midpoint Cable Tension=?
a)3200 pounds
b) 16000 pounds
c) 32,000 kips
d) 63,000 kips



Homework Equations





The Attempt at a Solution

I have no idea what to do. the only things that come to mind are the vertical and horizontal forces. Also setting the torque to 0. No real idea I repeat.
Hello, arared, and wecome to PF!
Cables suspended between 2 points, under their own weight, take the shape of the catenary, which often can be approximated by a parabolic curve. Cables that are uniformly loaded by external distributed vertical forces, which appears to be your case, do take on a parabolic shape. The horizontal tension is easily calculated by a simple formula, and the other tensions can be calculated from that value. Are you given any data other than what is given, or are you being asked to derive the formula? I could give you the formula for the midpoint tension, but that would give you the answer, so I have to keep it a secret for now, until you clarify the assignment.
 

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