Tension force in two strings supporting a sign

Click For Summary

Discussion Overview

The discussion revolves around the tension forces in two strings supporting a sign with a mass of 4 kg. Participants explore the relationship between the angle of the strings and the tension experienced by each wire, as well as the implications for the maximum allowable tension force of 35 N. The scope includes mathematical reasoning and conceptual clarification related to forces and angles in a static system.

Discussion Character

  • Exploratory
  • Technical explanation
  • Homework-related
  • Mathematical reasoning

Main Points Raised

  • Some participants calculate the force of the sign as 39.24 N and express confusion about how the distance h affects the tension in the wires.
  • It is noted that the two wires share the load, suggesting that the tension may not exceed the limit if the wires are nearly vertical.
  • Participants discuss how shortening the wires increases tension and are prompted to derive an equation relating tension to the angle of the wires.
  • There is a clarification that the vertical forces remain constant and equal to half the weight of the sign, while the total tension in the wires is what could lead to breaking if it exceeds the limit.
  • One participant suggests using θ for the angle instead of x, and emphasizes the importance of correctly identifying the trigonometric function associated with that angle.

Areas of Agreement / Disagreement

Participants generally agree on the principles of tension and the role of angles in determining the forces in the wires, but there remains some uncertainty about the specific calculations and implications of the angles on tension. The discussion does not reach a consensus on the exact equations or methods to apply.

Contextual Notes

Some assumptions about the system, such as the angles of the wires and their impact on tension, are not fully resolved. The discussion also highlights the need for clarity in defining variables and applying trigonometric functions.

HareJare
Messages
15
Reaction score
2
Homework Statement
A sign have the mass 4kg. It will be hung up on a wire that can take a traction force of 35N
How long must the distance h be? (more info in picture)
Relevant Equations
F = mg
1617970750303.png


First i calculated the sign Force which was 4*9.81 = 39.24N
which meant that the force already exceeds the traction force.
What i don t understand in the question is how the distance h will avoid this?
 
Last edited by a moderator:
Physics news on Phys.org
HareJare said:
Homework Statement:: A sign have the mass 4kg. It will be hung up on a wire that can take a traction force of 35N
How long must the distance h be? (more info in picture)
Relevant Equations:: F = mg

First i calculated the sign Force which was 4*9.81 = 39.24N
which meant that the force already exceeds the traction force.
What i don t understand in the question is how the distance h will avoid this?
There are essentially two wires sharing that load, so you are not over the limit if the wires are very long so they are almost vertical.

As the wires are made shorter and shorter, the tension (what you translated as "traction") goes up. Can you write the equation for how much it goes up with the increasing horizontal angles?
 
  • Like
Likes   Reactions: Lnewqban and FactChecker
berkeman said:
There are essentially two wires sharing that load, so you are not over the limit if the wires are very long so they are almost vertical.

As the wires are made shorter and shorter, the tension (what you translated as "traction") goes up. Can you write the equation for how much it goes up with the increasing horizontal angles?
Thank your for your reply but i don't really understand yet
2.4.png

Are you saying that when the force F1x is increased the wire will eventually break?
And F1 will always stay the same right? its just the F1y and F1x that will change?
 
HareJare said:
Are you saying that when the force F1x is increased the wire will eventually break?
And F1 will always stay the same right? its just the F1y and F1x that will change?
The vertical forces will stay the same, and they will each be half of the weight of the sign. The vertical forces and the angles of the wires tell you what the total forces (tensions) are. The total tension in the wires is what will cause them to break if the tension force along the length of each wire gets too big.
 
  • Like
Likes   Reactions: Lnewqban and HareJare
berkeman said:
The vertical forces will stay the same, and they will each be half of the weight of the sign. The vertical forces and the angles of the wires tell you what the total forces (tensions) are. The total tension in the wires is what will cause them to break if the tension force along the length of each wire gets too big.
Okay i think i got it now thank you!
 
  • Like
Likes   Reactions: berkeman
Great. Can you show us the equation for the tension force in each wire as a function of the angle now?
 
sin(x) = F1y/F1
 
HareJare said:
sin(x) = F1y/F1
I'd recommend using θ for the angle, since x and y are already defined as the horizontal and vertical axes.

Also, check your equation to be sure you are using the correct trig function of that angle θ. It would help if you could label the angle θ on your diagram so that it's easier for us to understand what angle you are calling θ.

BTW, the math symbols are now under the 3-dot menu in the middle of the toolbar above the Edit window (click on the little Greek Parthenon symbol, 3rd from the right).

1618165707218.png
 
  • Like
Likes   Reactions: Lnewqban
  • #10
berkeman said:
I'd recommend using θ for the angle, since x and y are already defined as the horizontal and vertical axes.

Also, check your equation to be sure you are using the correct trig function of that angle θ. It would help if you could label the angle θ on your diagram so that it's easier for us to understand what angle you are calling θ.

BTW, the math symbols are now under the 3-dot menu in the middle of the toolbar above the Edit window.

View attachment 281374
Yes okay i will think about this next time! Again thank you for your help
 
  • Like
Likes   Reactions: berkeman

Similar threads

  • · Replies 2 ·
Replies
2
Views
3K
  • · Replies 9 ·
Replies
9
Views
3K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 11 ·
Replies
11
Views
3K
Replies
2
Views
1K
Replies
21
Views
1K
  • · Replies 42 ·
2
Replies
42
Views
4K
  • · Replies 1 ·
Replies
1
Views
2K
Replies
7
Views
2K