Is There a Reaction at C in this Moment Equation?

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Homework Help Overview

The original poster is investigating whether there is a reaction at point C in a moment equation involving a beam and a rope under tension. The context involves analyzing forces and moments to maintain equilibrium in a mechanical system.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • Participants discuss the implications of the rope being in tension and question the necessity of considering reactions at point C. There are attempts to derive equations based on forces and moments about points A and B, with some participants expressing confusion over the role of reaction forces.

Discussion Status

The discussion is ongoing, with various interpretations being explored regarding the role of the reaction at C and how it affects the equilibrium equations. Some participants have provided guidance on focusing on the tension in the rope and the implications for the calculations, while others are still seeking clarity on their approaches.

Contextual Notes

There are indications of confusion regarding the setup of the problem and the assumptions about the forces acting on the beam. Participants are also grappling with the implications of excluding certain forces from their calculations.

goldfish9776
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Homework Statement


I'm asked to find the W and I was told that the rope at C is in tension , there is reaction at B , my question is , is there any reaction at C ?

Homework Equations

The Attempt at a Solution

 

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Not sure I understand the question.
The rope AC applies a downward force at A through its tension. That is the only way that forces at C can affect forces at A. Ropes cannot transmit torque about their endpoints or forces perpendicular to the rope.
 
So, is there any reaction at c ?
 
goldfish9776 said:
So, is there any reaction at c ?
You don't care.

A free body diagram can be drawn around the beam which excludes C. All that matters, as far as the equilibrium of the beam is concerned, is that the rope is in tension, which means that Tc > 0.
 
SteamKing said:
You don't care.

A free body diagram can be drawn around the beam which excludes C. All that matters, as far as the equilibrium of the beam is concerned, is that the rope is in tension, which means that Tc > 0.
Why the reaction can't be drawn at c ?
 
goldfish9776 said:
Why the reaction can't be drawn at c ?
You don't care what the reaction at C is.

All you are interested in is finding the value of the distributed load w which keeps the rope in tension.
 
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SteamKing said:
You don't care what the reaction at C is.

All you are interested in is finding the value of the distributed load w which keeps the rope in tension.
i have tried to do in this way , but i do not get the ans
vertical force = 80+10-RB+TC-RC-2W=0 --------equation 1
total moment about A = 80(1) +10(3)+W(2)(5) = 0
110+10W= 2RB , RB= (110+10W) / 2 ------------equation 2
total moment about B = -80(1)-2TC +2RC +10(1) +W(2)(3) =0

TC-RC = (6W-70) / 2 ----equation 3

Sub equation 2 and 3 into 1 ,
i gt 90-(110+10W) / 2 + (6W-70) / 2 -2W = 0
i gt 18W= 0
why can't i do int his way ?
 
goldfish9776 said:
i have tried to do in this way , but i do not get the ans
vertical force = 80+10-RB+TC-RC-2W=0 --------equation 1
total moment about A = 80(1) +10(3)+W(2)(5) = 0
110+10W= 2RB , RB= (110+10W) / 2 ------------equation 2
total moment about B = -80(1)-2TC +2RC +10(1) +W(2)(3) =0

TC-RC = (6W-70) / 2 ----equation 3

Sub equation 2 and 3 into 1 ,
i gt 90-(110+10W) / 2 + (6W-70) / 2 -2W = 0
i gt 18W= 0
why can't i do int his way ?
Looks messy.

Why don't you take moments about the pin at B? This will save you some work.

Remember, the reaction at C is not a load on the beam. The only load on the beam at point A is the tension in the rope, Tc.
 
SteamKing said:
Looks messy.

Why don't you take moments about the pin at B? This will save you some work.

Remember, the reaction at C is not a load on the beam. The only load on the beam at point A is the tension in the rope, Tc.
see it carefully , i did take the total moment about B ,
total moment about B = -80(1)-2TC +2RC +10(1) +W(2)(3) =0

if i ignore RC in my calculation , then my ans would be correct ?
 
  • #10
goldfish9776 said:
see it carefully , i did take the total moment about B ,
total moment about B = -80(1)-2TC +2RC +10(1) +W(2)(3) =0

if i ignore RC in my calculation , then my ans would be correct ?

You haven't got any reasonable answer yet that I can see. Remember, the purpose of this exercise is to find the value of W which keeps the rope in tension.

Again, for the umteenth time, RC is not a load on the beam. Like haruspex said way back, you can't push on a rope. :wink:
 
  • #11
SteamKing said:
You haven't got any reasonable answer yet that I can see. Remember, the purpose of this exercise is to find the value of W which keeps the rope in tension.

Again, for the umteenth time, RC is not a load on the beam. Like haruspex said way back, you can't push on a rope. :wink:
so , i have redo the question , here's what i gt :

80+10+2W -RB +TC= 0

moment about A = -80(1)+10(3) +W(2)(5) -2RB = 0
110+10W-2RB= 0
RB= (-110-10W) / 2moment about B =
-80(1)+10(1) +2W(3) - TC(2) = 0
-70+6W-2TC= 0
2TC= -70+6W
TC = (-70 + 6W) / 2

90 + 2W - ((-110-10W) / 2 ) - ( (-70 + 6W) / 2 ) = 0
W=45N/m

is it correct ?
 
  • #12
goldfish9776 said:
so , i have redo the question , here's what i gt :

80+10+2W -RB +TC= 0

moment about A = -80(1)+10(3) +W(2)(5) -2RB = 0
110+10W-2RB= 0
RB= (-110-10W) / 2

This is a superfluous calculation.

moment about B =
-80(1)+10(1) +2W(3) - TC(2) = 0
-70+6W-2TC= 0
2TC= -70+6W
TC = (-70 + 6W) / 2

The moment calculation about point B looks good.

90 + 2W - ((-110-10W) / 2 ) - ( (-70 + 6W) / 2 ) = 0
W=45N/m

is it correct ?
Then you went and spoiled it by adding the moments summed about point A.

You can write only one moment equation. Discard the moment equation about A.
Use the moment equation about B to find W, such that TC is always in tension. (TC > 0)
 
  • #13
SteamKing said:
This is a superfluous calculation.
The moment calculation about point B looks good.Then you went and spoiled it by adding the moments summed about point A.

You can write only one moment equation. Discard the moment equation about A.
Use the moment equation about B to find W, such that TC is always in tension. (TC > 0)
so , the W = 60/ 7= 8.57?
 
  • #14
goldfish9776 said:
so , the W = 60/ 7= 8.57?
Where did this come from?
 
  • #15
SteamKing said:
Where did this come from?
from the moment about B above
 
  • #16
goldfish9776 said:
from the moment about B above
You might want to check that original moment equation again. There's no factors of 60 or 7 contained within it.
 

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