Calculating tension in a wire holding beam against wall

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SUMMARY

The discussion centers on calculating the tension in a wire supporting a beam with a mass of 200N at its end, hinged at a right angle to a wall. The correct method involves using the equation for moments: T sin(30°) * 0.5m = 200N * 0.5m, which accounts for the forces acting on the beam. The user's initial approach, calculating tension as Hyp = 200N / sin(30°) = 400N, is incorrect because it neglects the vertical force from the hinge. The accurate solution requires understanding the equilibrium of moments about the hinge point.

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mashedpotato
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Hi, this is my first forum post - sorry if I'm in the wrong place, or I've done something wrong!

Homework Statement


Here goes: There is a beam of 0.5m length hinged to a wall at a right angle with 200N mass at the end of the beam. This is supported by a wire T at angle 30°. The question asks to find tension in T.
It seems I can answer the question correctly, however, looking at the solutions, I do not understand why an answer was obtained in such a way...

Homework Equations


Turning Moment = force x distance.

The Attempt at a Solution


Ok, so I made the triangle into a trigonometry problem. Opposite = wall, Adjacent = beam and Hypotenuse = Wire / Tension.
Opp = 200N, I want to find Hyp ∴ Hyp = 200 / sin(30) = 400N. This answer is actually correct, but the answers use this as a solution:
T sin(30) x 0.5 = 200 x 0.5

If someone could please help, I would be extremely grateful, as this question has been frustrating me for some time.
mashedpotato.
 
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Ok, sorry for this post but I *think* I've found the solution. Please do correct me if I'm wrong.

So, technically:
Hyp (T or Tension) = 200 / sin(30)
sin(30) * T = 200

But the answer uses: T sin(30) * 0.5 = 200 * 0.5 which is the same as saying sin(30) * T = 200

Thanks & Best Regards,
mashedpotato
 
mashedpotato said:
But the answer uses: T sin(30) * 0.5 = 200 * 0.5
That solution is taking moments about the hinge where the beam meets the wall, whereas your method looked at vertical components of forces.
Your method is unsafe because you have effectively assumed there is no vertical force from the hinge. That happens to be true in this case, but if you move the point of attachment of wire to beam to somewhere else along the beam it will not be, and the book method succeeds while yours fails.
 
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