Engineering Tension force in two strings supporting a sign

AI Thread Summary
The discussion centers on calculating the tension force in two strings supporting a 4 kg sign, which exerts a force of 39.24N, exceeding the 35N traction limit of the wires. Participants clarify that the load is shared between two wires, and the tension increases as the angle of the wires changes from vertical. The vertical forces remain constant, each being half the weight of the sign, while the total tension can lead to wire failure if it exceeds the limit. The importance of using trigonometric functions to express tension in relation to the angle is emphasized for accurate calculations. Understanding these principles is crucial for solving the problem effectively.
HareJare
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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?
 
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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?
 
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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.
 
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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!
 
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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
 
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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
 
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