Calculating Tensions in a Beam Supported by Two Wires

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Homework Help Overview

The problem involves calculating the tensions in two wires supporting a beam with a man standing on it. The beam is 4 meters long, weighs 750 N, and the man weighs 100 kg. The setup requires understanding forces and torques acting on the beam.

Discussion Character

  • Exploratory, Assumption checking, Mathematical reasoning

Approaches and Questions Raised

  • Participants discuss the equilibrium of forces and torques, noting that the sum of forces must equal zero. There is a focus on correctly identifying the locations of forces acting on the beam, particularly the center of mass of the beam and the position of the man.

Discussion Status

Participants are actively engaging with the problem, questioning the setup and calculations related to torque. Some guidance has been provided regarding the correct application of torque and the positions of forces, but no consensus on the final tensions has been reached.

Contextual Notes

There is an emphasis on correctly summing moments and understanding the distribution of weight along the beam. Participants are considering the implications of the beam's uniformity and the location of the man's weight in relation to the pivot point.

y3ahright
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Homework Statement


A man is standing 1 meter in from the left of a 4 meter long beam. The beam is held up by two wires perpendicular to the beam. The beam is 750 N and the man is 100kg what are the tensions of the two wires.

Homework Equations



F = ma

Torque = F x d

The Attempt at a Solution


I know that because the beam is not accelerating the sum of the forces is 0

so Fy = -750 - 980 + T1 + T2 = 0

T1+T2 = 1730

T2 = 1730 - T1

Torque (I put my pivot point at the first tension wire making it 0)

Torue = F x d = T2 * 4Sin(90) - 1730

T2 *4 = 1730

T2 = 423.5

1730 - 423.5 = 1306.5 = T1

Now the book says 1130 T1 and 610 T2

I know for sure I'm missing something with center of mass I am just not sure what.
 
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y3ahright said:

Homework Statement


A man is standing 1 meter in from the left of a 4 meter long beam. The beam is held up by two wires perpendicular to the beam. The beam is 750 N and the man is 100kg what are the tensions of the two wires.

Homework Equations



F = ma

Torque = F x d

The Attempt at a Solution


I know that because the beam is not accelerating the sum of the forces is 0

so Fy = -750 - 980 + T1 + T2 = 0

T1+T2 = 1730

T2 = 1730 - T1
yes
Torque (I put my pivot point at the first tension wire making it 0)

Torue = F x d = T2 * 4Sin(90) - 1730
what is this? Are you taking the torque from the man and beam weights as (1730 N)*(1 m)? The man's weight acts at 1 m, but the beam's weight does not act there.
I know for sure I'm missing something with center of mass I am just not sure what.
You are not summing moments correctly. Where does the beam's weight of 980 N act on the beam ( how far from the left end?)?
 
PhanthomJay said:
yes what is this? Are you taking the torque from the man and beam weights as (1730 N)*(1 m)? The man's weight acts at 1 m, but the beam's weight does not act there.You are not summing moments correctly. Where does the beam's weight of 980 N act on the beam ( how far from the left end?)?

so i should use Torque = -980 N (man)*1 meter (away from my pivot point of the left end of the beam) * sin(90) making it -980

and then add that with the -750N (beam) * 2meters (center of mass from the beam because it is uniform so it's l/2 or 4/2)

and that would leave T2* 4 meters because it's on the other end of the beam?
 
y3ahright said:
so i should use Torque = -980 N (man)*1 meter (away from my pivot point of the left end of the beam) * sin(90) making it -980

and then add that with the -750N (beam) * 2meters (center of mass from the beam because it is uniform so it's l/2 or 4/2)

and that would leave T2* 4 meters because it's on the other end of the beam?
yes, good, add em up and solve for T2, then T1 will follow. As a check on your work, try summing moments about T2, the right end. The number you get for T1 should agree.
 

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