What are the tensions in the strings?

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AB is a uniform bar of length 5m and weighs 60N. It is supported in a horizontal position by two vertical strings P and Q. P is 0.5m from A and Q is 1.5m from B.

(a) What are the tensions in the strings? (Ans= 20N and 40N)

(b) What weight must be applied to A if the tensions in the strings are to be equal? (Ans= 15N)

(c) What is the biggest mass which can be hung from B if the bar is to remain horizontal? (Ans= 4.1kg)

My teacher gave us the answers to these questions. I have gotten part (a), but I truly am lost with (b) and (c). For some reason I keep getting (b) to be 0N... I would really appreciate any help and explanations. Thanks.
 
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Show us how you trying to solve (b) and we can see what's going on.
 
Ok... I'm just working based on the only example my teacher gave us, which is as far from this problem as possible, but here it goes. This time I got 58N, uh.

F*5 - (60*2.5) - (40*3.5) = 0
5F - 150 -140 = 0
5F = 140+150
5F = 290
F = 58
 
Well, now I was just trying something and got 15N but I have no idea if this is the way to do it. I considered the tension to be 30N.

5*F = 30 * 2.5
5F = 75
F = 15
 
fickle said:
Well, now I was just trying something and got 15N but I have no idea if this is the way to do it. I considered the tension to be 30N.

5*F = 30 * 2.5
5F = 75
F = 15

Regarding (b). The first equation is the sum of moments around B. This will give you an equation with two unknowns - F and P, where P is the tension in the strings. The second equation is the equation of equilibrium of all vertical forces. This equation will give another equation with two unknowns - F and P. Now all you have to do is solve this system of 2 equations with 2 unknowns, i.e. elliminate P from the first equation to obtain F. I got the right answer, so this should work.
 
To solve (b), start by identifying all the forces acting on the bar (including the unknown weight, F). Hint: I count four forces.

Then you will apply the conditions for equilibrium:
(1) Sum of the forces must equal zero.
(2) Sum of the torques (about any point) must equal zero.
 
Um... I tried what I thought you were telling me to do, and I got 30N.

120 -3P + 0.5F
60 -2P + F

240 -6P + F
180 -6P + 3F

60 = 2F
F = 30N

What went wrong?
 
fickle said:
120 -3P + 0.5F
I don't understand where this comes from. I assume P = tension; F = added weight?

60 -2P + F
I assume you mean:
60 -2P + F = 0

That's good.

Now find the torques about point B to get a second equation.
 
Wow I got it after all... thanks! I'll try (c) now... can I still post in this thread for help on that one?
 
  • #10
fickle said:
can I still post in this thread for help on that one?
Of course!
 
  • #11
Do I take a similar approach as I did with (b)? And do I treat the tension in the strings as equal forces?
 
  • #12
fickle said:
Do I take a similar approach as I did with (b)?
You will use the same general principles that I outlined in post #6.
And do I treat the tension in the strings as equal forces?
Absolutely not! That's part of the trick with this question--how will you know if the bar remains level? Try to picture what's going on as you load extra weight on the bar.
 
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