Is There a Reaction at C in this Moment Equation?

AI Thread Summary
The discussion revolves around the question of whether there is a reaction at point C in a mechanics problem involving a beam and a rope in tension. Participants clarify that the tension in the rope at point A is the only relevant force for determining the equilibrium of the beam, making the reaction at C unnecessary for calculations. The focus is on finding the value of the distributed load W that maintains the rope's tension, with several equations derived from moments about points A and B. It is emphasized that including the reaction at C complicates the calculations without contributing to the solution. Ultimately, the consensus is to simplify the approach by discarding unnecessary equations related to point A.
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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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