Tension in Cables of Differing Angles

In summary, an object of 10 kg is suspended by two cables at angles of 30° and 45°. The tensions in the cables are unknown. Using the equations ∑Fx=ma(x)=0 and ∑Fy=ma(y)=0, a Free Body Diagram can be drawn with three forces: 98N facing downwards, Ta facing 30° up and to the left, and Tb facing 45° up and to the right. By isolating the horizontal and vertical components of the forces and setting up two equations with two unknowns, the tensions in the cables can be found to be Tα=72N and Tβ=88N.
  • #1
Aninnymoose
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Homework Statement


An object of m=10 kg is hung by two cables α=30° and β=45°. The tensions in the cables are___and___, respectively.
α=30°
β=45°
m=10kg
a=0
Tα=unknown
Tβ=unknown


THE ANSWERS SHOULD BE Ta=72N, Tβ=88N

Homework Equations


mg=10kg*9.8m/s2=98N
∑Fx=ma(x)=0
∑Fy=ma(y)=0

A Free Body Diagram would show three forces: 98N facing downwards, Ta facing 30° up and to the left, and Tb facing facing 45° up and to the right.


The Attempt at a Solution



I tried to isolate the horizontal and vertical components of the forces with
Tαcos30°+Tβcos45°=0→Tαcos30°=-Tβcos45°
Tαsin30°+Tβsin45°-98N=0→Tαsin30°+Tβsin45°=98N

I then tried to solve for T with
Tα=-Tβcos45°/cos30°

And substitute that into the vertical component equation
(-Tβcos45°/cos30°)sin30°+Tβsin45°=98N

But I seem to be walking in circles when I attempt to go any further.
 
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  • #2
Aninnymoose said:
I tried to isolate the horizontal and vertical components of the forces with
Tαcos30°+Tβcos45°=0→Tαcos30°=-Tβcos45°

The x components of the tension forces have opposite signs. Write

Tαcos30°-Tβcos45°=0

Aninnymoose said:
Tαsin30°+Tβsin45°-98N=0→Tαsin30°+Tβsin45°=98N

Correct.

That is two equation with two unknown, just go ahead. Why do you think that you move in circles? :smile:

ehild
 

FAQ: Tension in Cables of Differing Angles

What is tension in cables of differing angles?

Tension in cables of differing angles refers to the amount of force or stress placed on a cable when it is pulled or stretched in different directions. This tension is influenced by the angles at which the cable is being pulled and can impact the stability and strength of the cable.

What factors affect tension in cables of differing angles?

The tension in cables of differing angles can be affected by several factors, including the weight or load being placed on the cable, the length of the cable, the material and thickness of the cable, and the angles at which the cable is being pulled.

How is tension in cables of differing angles calculated?

The tension in cables of differing angles can be calculated using trigonometric equations, taking into account the angles at which the cable is being pulled and the weight or load being placed on the cable. The formula for calculating tension is T = W / sinθ, where T is the tension, W is the weight or load, and θ is the angle at which the cable is being pulled.

Why is tension in cables of differing angles important to consider?

Tension in cables of differing angles is important to consider because it can impact the safety and stability of structures that rely on cables, such as bridges and suspension systems. If the tension is too low, the cable may not be strong enough to support the weight or load, and if the tension is too high, the cable may be at risk of breaking or failing.

How can tension in cables of differing angles be managed?

Tension in cables of differing angles can be managed by carefully calculating and adjusting the angles at which the cable is being pulled, as well as monitoring the weight or load being placed on the cable. Regular maintenance and inspections can also help identify and address any issues with tension before they become larger problems.

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