Ridid body equilibrium, tension in hanging wires

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Homework Help Overview

The problem involves a uniform shelf supported by two vertical wires, with a tool placed on the shelf. Participants are discussing the tensions in the wires and the conditions for equilibrium.

Discussion Character

  • Mixed

Approaches and Questions Raised

  • Participants explore the conditions for equilibrium, including the sum of forces and torques. There are attempts to calculate the tensions in the wires based on these conditions, with some questioning the accuracy of the distances and units used in the calculations.

Discussion Status

Some participants have provided guidance on checking units and the importance of free-body diagrams. There are indications of differing interpretations regarding the distances relevant to the problem, and some calculations have been revised based on feedback.

Contextual Notes

There appears to be confusion regarding the distances used in torque calculations and the application of forces, with participants discussing the relevance of certain dimensions in the setup.

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[SOLVED] ridid body equilibrium, tension in hanging wires

Homework Statement



A 60.0cm, uniform, 49.0N shelf is supported horizontally by two vertical wires attached to the sloping ceiling. A very small 25.0N tool is placed on the shelf midway between the points where the wires are attached to it.

YF-11-23.jpg


a) find the tension in the left wire
b) find the tension in the right wire

Homework Equations



\SigmaFx = 0 (condition for equilibrium)

\SigmaFy = 0 (condition for equilibirum)

\Sigma\tauz = 0 (condition for equilibirum)

The Attempt at a Solution



\SigmaFy = 0 = TL(.25m) + TR(.75m) - (25+49) = 0

\SigmaFx = 0

tension in the left wire (torque measured from right wire)

\Sigma\tauz = 0 =TR(0) + TL(.6) + 25(.2) + 49(.3)

TL = 33N

tension in the right wire (torque measured from left wire)

\Sigma\tauz = 0 =TL(0) + TR(.2) + 25(.4) + 49(.3)

TR = 124N

checking with the FY equation I don't think I got the correct tensions, any help is greatly appreciated.
 
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Check your units on the \Sigma F_Y=0 equation; you are mixing N-m and N. Why?
 
EDIT: Also, some of your distances look off. The moment around a point is the force multiplied by the lever arm (the perpendicular distance to the line of force).
 
Mapes said:
Check your units on the \Sigma F_Y=0 equation; you are mixing N-m and N. Why?

I see that now, I wasn't exactly sure what the vertical distances for the wire pertained to (or if they pertained to anything at all).

is it that the entire distance of the rod doesn't come to play, and it's only a distance of .4m (between the 2 wires) that's being examined?
 
It should help to draw a free-body diagram of the bar to make it clear what forces are applied.
 
Mapes said:
It should help to draw a free-body diagram of the bar to make it clear what forces are applied.

I'm aware of what forces are applied, the left tension, the right right tension, the weight of the tool and the rod; I'm pretty sure the two wires have normal forces with the ceiling (but wasn't sure if they apply here), but really it doesn't seem that the extra .20m to the right of the .75m long wire is relevant, to the problem.
 
I got it.

I used TR(.4) + 49(.3) + 25(.2) = 0

TR = 49N


used TL(.4) + 49(.3) - 25(.2) = 0

TL = 25N

TR+TL = 74

74 = 74
.
 
Looks good. I assume you meant TL(.4) - 49(.1) - 25(.2) = 0 on the second equation.
 

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