Solve Tension in Cables (T1, T2, θ3)

  • Thread starter Thread starter NXIShift
  • Start date Start date
  • Tags Tags
    Cables Tension
Click For Summary

Homework Help Overview

The problem involves analyzing the tensions in cables supporting two weights, with specific angles and forces given. The subject area pertains to static equilibrium and tension in cables.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • Participants discuss the application of free body diagrams to analyze forces acting on the nodes. There is an exploration of how to incorporate T2 into the equations and whether it should be considered in the calculations.

Discussion Status

Some participants have provided guidance on using free body diagrams to clarify the role of T2. There is an ongoing exploration of the relationship between T1, T2, and T3, with attempts to derive T2 based on the x-components of the tensions.

Contextual Notes

Participants note the importance of considering internal forces and the implications of the static equilibrium conditions. There is a mention of a specific numerical value for T2, but the context of its derivation remains under discussion.

NXIShift
Messages
3
Reaction score
0

Homework Statement


In the figure below, the left-hand cable has a Tension T1 and makes an angle of 58° with the horizontal. The right-hand cable has a Tension T3 and makes an angle θ3 with the horizontal. A 97.6N weight is on the left and an 84N weight is on the right. The cable connecting the two weights is horizontal.

a) Find the Tension T1.
b) Find the Tension T2
c) Find the angle θ3.

Image If It Helps: http://i.imgur.com/TTlwqhB.jpg?1

Homework Equations


ƩF = 0
T1*sin(58°) - 97.6 = 0
-T1*cos(58°) + T3*cos(θ3) = 0
T3*sin(θ3) - 84 = 0

The Attempt at a Solution



a) I used the first equation: moved the -97.6 to the right then divided by sin(58°) to get 115.088.

c) I used the third equation: moved 84 to the right and divided by sin(θ3) to get T3 on its own. Then, I substituted this into equation 2, and ended up getting: -T1*cos(58°) + 84/(sin(θ3))*cos(θ3) = 0. Then, I moved the -T1*cos(58°) to the right, plugged in 115.088 for T1, then simplified it down to cot(θ3) = .7260. I did arccot(.7260) and got 54.0188° for θ3.

b) This is where I'm stuck. I never considered T2 in any of my equations, and I can't figure out if I'm forgetting some essential part of Tension. Any help to guide me would be very appreciated!
 
Physics news on Phys.org
You did well. For c), you essentially took a free body diagram of both nodes that support the loads. When doing it this way, T2 force is internal and is thus is not included in your equation. To find T2, take a free body diagram of one of the nodes to solve. It's worth taking a free body diagram of the other node also as a check on your work.
 
Ok, so I would end up just taking the x-component of T1 or T3 because the Tension T2 will essentially be the same. So T2 would be 60.9873?
 
NXIShift said:
Ok, so I would end up just taking the x-component of T1 or T3 because the Tension T2 will essentially be the same. So T2 would be 60.9873?
Yes, call it 61 N.
 
Alright, I get it. Thank you!
 

Similar threads

  • · Replies 22 ·
Replies
22
Views
1K
  • · Replies 13 ·
Replies
13
Views
3K
Replies
7
Views
2K
  • · Replies 1 ·
Replies
1
Views
2K
Replies
11
Views
2K
Replies
2
Views
6K
  • · Replies 4 ·
Replies
4
Views
4K
  • · Replies 3 ·
Replies
3
Views
2K
  • · Replies 7 ·
Replies
7
Views
2K
  • · Replies 7 ·
Replies
7
Views
2K