Tension force and a board fixed to a flat surface

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Discussion Overview

The discussion revolves around the tension force acting on a heavy board fixed to a flat surface along its upper edge. Participants explore how to determine this tension force under different conditions, including when the board is vertical and when it is inclined at an angle alpha. The conversation includes theoretical considerations and comparisons of different scenarios.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • Some participants inquire whether the tension force in the board is the same as if it were fixed to a string and hung, suggesting that the tension would be T=mg in that case.
  • Others note that the tension force in the board varies from mg at the top to 0 at the bottom, depending on the position of the board.
  • A participant questions the concept of total tension, suggesting that the tension acting on the board changes with the angle of inclination and may be affected by factors like sin(alpha).
  • Some participants discuss the impact of friction between the board and the wall, with one suggesting that the problem may be statically indeterminate if friction is present.
  • There are claims that as the board tilts, the force on the attachment decreases, approaching zero as the angle approaches horizontal.
  • One participant emphasizes that the attachment along the upper surface acts like a hinge, leading to a varying normal force along the height of the board.
  • Concerns are raised about the effectiveness of glued attachments under shear versus tension, with warnings about the potential for failure if the board is not properly supported.
  • Some participants express uncertainty about how the weight of the board is distributed between the attachment and friction, especially when the angle changes slightly.

Areas of Agreement / Disagreement

Participants express multiple competing views regarding the nature of the tension force and the role of friction. The discussion remains unresolved, with no consensus on how to definitively determine the tension force in the board under varying conditions.

Contextual Notes

Limitations include assumptions about the presence or absence of friction, the nature of the attachment, and the distribution of forces along the board. The discussion does not resolve how these factors influence the tension force.

amateur111
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A heavy board is fixed to another flat surface along its entire upper edge and not moving. How can I find the tension force that is acting on the board? Is it the same as if the board would be fixed to a string in the middle of the upper edge and hung and then the tension would be T=mg?
 
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Picture please...
 
amateur111 said:
A heavy board is fixed to another flat surface along its entire upper edge and not moving. How can I find the tension force that is acting on the board? Is it the same as if the board would be fixed to a string in the middle of the upper edge and hung and then the tension would be T=mg?
note that if the board were supported by a string, the string tension would be mg but the resultant tension force in the board would be variable from mg at top to 0 at bottom.
 
I have uploaded a sketch to make it more clear. A board is attached to the wall along its upper edge as the red line indicates. So the point is how can I determine the tension force that is acting upon the board? As PhantomJay has pointed out the tension force in the board is changing but is there such a thing as the total tension? Because I want to compare two situations: the first one that is shown in the picture and the second would be when everything is inclined to the left and there is a certain angle alpha between the supporting wall and the ground (the board would be like a static body on the slope attached in the same way). Does the tension acting upon the board changes by a factor of sin(alpha)?
 

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amateur111 said:
I have uploaded a sketch to make it more clear. A board is attached to the wall along its upper edge as the red line indicates. So the point is how can I determine the tension force that is acting upon the board? As PhantomJay has pointed out the tension force in the board is changing but is there such a thing as the total tension? Because I want to compare two situations: the first one that is shown in the picture and the second would be when everything is inclined to the left and there is a certain angle alpha between the supporting wall and the ground (the board would be like a static body on the slope attached in the same way). Does the tension acting upon the board changes by a factor of sin(alpha)?
well I don't think you can quite call it a tension force in the board because of the eccentric attachment detail, but in the position shown, ignoring eccentricity, the top edge of the board sees an internal axial force of mg and the bot edge has no internal force, and at the cg, the tensile force is mg/2.. I'm mot sure what you mean by total tension: if the top edge attachment were considered a fat string, the tension in the string would be mg but the board tension would still vary as noted above.

Now if you lower the wall to the extreme horizontal flat (floor) position, there is no longer any tensile load, and in between at angle alpha, yes, sure, assuming no friction, tension force at board 'top' is mg sin alpha, where alpha is measured with respect to horizontal ground.
 
amateur111 said:
I have uploaded a sketch to make it more clear. A board is attached to the wall along its upper edge as the red line indicates. So the point is how can I determine the tension force that is acting upon the board?

Is there friction between the board and wall? If so I have a feeling this is statically indeterminate. eg I don't think you can work out what fraction of the weight of the board is supported by friction vs the attachment point.

If there is friction... When vertical the off set weight of the board creates a torque about the attachment and hence a normal force.
 
amateur111 said:
Because I want to compare two situations: the first one that is shown in the picture and the second would be when everything is inclined to the left and there is a certain angle alpha between the supporting wall and the ground (the board would be like a static body on the slope attached in the same way). Does the tension acting upon the board changes by a factor of sin(alpha)?

If we assume there is no friction between the board and wall and the board is thin compared to it's other dimensions then..

1) With the wall & board vertical the force on the attachment will be = mg.
2) With the whole assembly tilted to the left at say 30 degrees to the horizontal the force on the attachment acting down the slope will be = mgSin(30)
3) As the angle approaches horizontal the term Sin(angle) approaches zero so the force on the attachment approaches zero.
 
CWatters said:
If we assume there is no friction between the board and wall and the board is thin compared to it's other dimensions then..

1) With the wall & board vertical the force on the attachment will be = mg.
2) With the whole assembly tilted to the left at say 30 degrees to the horizontal the force on the attachment acting down the slope will be = mgSin(30)
3) As the angle approaches horizontal the term Sin(angle) approaches zero so the force on the attachment approaches zero.

The situation I described is like, for example, a thin but heavy picture is glued to the wall so I was thinking if it would be possible to reduce the tension by tilting the supporting wall so that the weight of the object wouldn't damage the area that is glued to the supporting wall. So I believe there is no friction that could influence the results and as you are saying it all comes down to the term sin(alpha). Thanks a lot for helping me!
 
Assuming the attachment along the upper surface acts as a hing, and everything else is ideal:

The vertical force due to mass is ##mg##.

The torque about the hing line is ##(1/2)t mg##. This places a force, normal to the supporting wall, of zero at the hing line and maximum at the lower edge. The average normal force is ##(1/2)t mg / [(1/2)h] = (t/h)mg##, where ##h## is the height of the board. (The vertical extent of the board.) The upward acting force from static friction is ##\mu(t/h)mg##.

The resultant downward force is ##mg(1- \mu(t/h)## where ##\mu## is the coefficient of static friction.
 
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  • #10
amateur111 said:
The situation I described is like, for example, a thin but heavy picture is glued to the wall so I was thinking if it would be possible to reduce the tension by tilting the supporting wall so that the weight of the object wouldn't damage the area that is glued to the supporting wall. So I believe there is no friction that could influence the results and as you are saying it all comes down to the term sin(alpha). Thanks a lot for helping me!
Word of caution regarding the glued attachment: the glue is primarily in shear , not tension, and many glues are notoriously very weak in shear. Don't want that heavy pic come crashing down .
 
  • #11
stedwards said:
The upward acting force from static friction is μ(t/h)mg \mu(t/h)mg.

But that's the maximum friction force. The actual friction force could be less. It's not possible to know how the weight of the plate is shared between the attachment and friction.

Consider what happens if you start with the wall vertical and the plate has been swung out the right by 1 degree so that it's almost vertical but not quite in contact with the wall. None of the weight is carried by friction. Now reduce the angle from 1 to 0 degrees. Why would friction suddenly start carrying some of the weight?
 
  • #12
Depending on how you hang the plate friction could act downwards rather the upwards giving you a worse (worst) case greater than mg.
 
  • #13
CWatters said:
Why would friction suddenly start carrying some of the weight?

Yea, this bothers me somewhat, too. The It's seems more a potential to carry weight.
 

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