Finding the tension in a cable of a bridge

AI Thread Summary
To find the cable tension in a bridge with a 1600-foot span and a 100-foot sag under a uniform load of 10 kips/foot, the cable's shape can be approximated as a parabola. The horizontal tension can be calculated using a specific formula, while the vertical tensions at various points can be derived from that value. The discussion emphasizes the importance of understanding the forces acting on the cable, including vertical and horizontal components. The poster expresses uncertainty about how to approach the problem and seeks clarification on whether additional data is needed. The conversation highlights the need for a clear understanding of the principles of cable tension in structural engineering.
arared
Messages
1
Reaction score
0
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.
 
Physics news on Phys.org
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.
 
Back
Top