Is There a Reaction at C in this Moment Equation?

In summary, the conversation revolved around finding the value of W in a given problem. It was established that the rope at point C is in tension and there is a reaction at point B. The question of whether there is a reaction at point C was raised, but it was clarified that ropes cannot transmit torque or forces perpendicular to the rope. The conversation then shifted to discussing the various equations and attempts at solving the problem. It was suggested to take moments about the pin at point B to simplify the calculations. After multiple attempts and corrections, it was ultimately determined that the only relevant moment equation is the one about point B, and the correct value for W is 8.57.
  • #1
goldfish9776
310
1

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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  • #2
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.
 
  • #3
So, is there any reaction at c ?
 
  • #4
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.
 
  • #5
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 ?
 
  • #6
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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  • #7
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 ?
 
  • #8
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.
 
  • #9
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.
 

Related to Is There a Reaction at C in this Moment Equation?

1. What is a reaction at a pin support?

A reaction at a pin support is a force or moment that is generated at a pin joint or pin support in a structure. It is a result of the structure's weight or external loads acting on it.

2. How do you calculate the reaction at a pin support?

To calculate the reaction at a pin support, you need to consider the external forces acting on the structure and the support geometry. Then, you can use equations of equilibrium, such as summing forces or moments, to solve for the reaction at the pin support.

3. What are the different types of reactions at a pin support?

The different types of reactions at a pin support include vertical forces, horizontal forces, and moments. These can also be further broken down into components, such as vertical and horizontal components of a force.

4. How does the location of a pin support affect the reaction forces?

The location of a pin support affects the reaction forces by changing the direction and magnitude of the forces and moments. A pin support at the end of a beam will have a different reaction force than a pin support at the middle of the beam.

5. What are the practical applications of understanding reactions at pin supports?

Understanding reactions at pin supports is essential in the design and analysis of structures, such as bridges, buildings, and trusses. It helps engineers ensure that the structure is stable and can withstand the external loads acting on it. It is also crucial in determining the load paths and internal forces within a structure.

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