Solve Tension in Rope Homework | Pi, Area & Density

Click For Summary
SUMMARY

The discussion focuses on calculating the tension in ropes supporting a concrete pipe with an inside diameter of 60 cm and an outside diameter of 70 cm. The density of concrete is given as 2320 kg/m³. The area of the pipe is calculated using the formula π(D-d)², leading to a total force of 23215 Newtons. Participants clarify that while dividing by 4 can yield the tension in each rope, it is essential to account for the angle of tension forces, particularly when using trigonometric functions to resolve forces.

PREREQUISITES
  • Understanding of basic physics concepts, particularly tension and forces.
  • Familiarity with trigonometry, especially sine and cosine functions.
  • Knowledge of the formula for the area of an annulus: π(D-d)².
  • Ability to create and analyze Free Body Diagrams (FBD).
NEXT STEPS
  • Learn how to derive tension in multiple rope systems using trigonometric principles.
  • Study the application of Free Body Diagrams (FBD) in engineering problems.
  • Explore the calculation of forces in static equilibrium scenarios.
  • Investigate the properties of materials, focusing on density and its impact on structural calculations.
USEFUL FOR

Engineering students, physics enthusiasts, and professionals involved in structural analysis or mechanics will benefit from this discussion.

Noreturn
Messages
49
Reaction score
0

Homework Statement


1k8rj.jpg

So it's given the pipe has a inside diameter of 60cm and outside diameter of 70cm. the two ropes AC and AB are separated by a spreader bar. Wants us to find tension in the ropes. Also give is the density of concrete which is 2320kg.

Homework Equations


pi(r)^2*L=Area

The Attempt at a Solution



pi(.7-.6m)^2*2.5*2320=23215Newtons

Can we just then divide that answer by sqrt of 2 because the ropes are equal? If no that is where I get lost is how to do the other part of the math.

Thanks!
 
Physics news on Phys.org
Hi Noreturn, congrats on the first post !.
:welcome:

Noreturn said:
pi(r)^2*L=Area
##\pi r^2l## =volume

Noreturn said:
Can we just then divide that answer by sqrt of 2 because the ropes are equal? If no that is where I get lost is how to do the other part of the math.
Do:
1) : - Make a FBD.

2) :- Take net force upwards and equate it to net force downwards. For this you have to take the component of all the tension forces.

If I interpreted the diagram correctly then there are four tension forces.

3) :- find the tension. YOU ARE DONE !
 
So I guess I found the volume which I can use to find the density of the concrete pipe. Then can I dive that by 4 since all four ropes have the same angle and should disperse the force evenly?

So 23215/4=5803.75 or 5804N in each rope
 
Noreturn said:
I can use to find the density of the concrete pipe.
I think you mean mass of the pipe.
Noreturn said:
hen can I dive that by 4 since all four ropes have the same angle and should disperse the force evenly?
Yes they will disperse evenly but only dividing by 4 does not work as weight and the tension force are not along the same line. Tension makes and angle with the weight. you need to account for it also.
 
Buffu said:
I think you mean mass of the pipe.

Yes they will disperse evenly but only dividing by 4 does not work as weight and the tension force are not along the same line. Tension makes and angle with the weight. you need to account for it also.

So we don't know the length of AC or BC. So it would be something along the lines of

Sin(45)+sin(45)+mass=0 right? Or what is next? Or teacher isn't very good at explaining these, he didn't even teach us these. Basically a engineering class to show us what we will be doing in engineering but didn't explain how to do any of the problems.
 
Noreturn said:
So we don't know the length of AC or BC. So it would be something along the lines of

Sin(45)+sin(45)+mass=0 right? Or what is next? Or teacher isn't very good at explaining these, he didn't even teach us these. Basically a engineering class to show us what we will be doing in engineering but didn't explain how to do any of the problems.
Ok answer this question first :-

asxasc.png

What is the missing side ?
Hint :- use trignometry.
 
Buffu said:
Ok answer this question first :-

View attachment 109970
What is the missing side ?
Hint :- use trignometry.
cos(45)=?/T

Using Soh Cah Toa
 
Noreturn said:
cos(45)=?/T

Using Soh Cah Toa
So, ##? = T cos(45)##.
Now back to your question
1k8rj.jpg


What is x here in terms of T ? (Sorry for the bad editing, the angle is 45)
 
Oh, then the T will be what I said earlier. So 5804=Tsin45

So t=8208.1N or 8208N
 
  • #10
Perhaps go back a step..

Noreturn said:
So it's given the pipe has a inside diameter of 60cm and outside diameter of 70cm

Noreturn said:
pi(.7-.6m)^2*2.5*2320=23215Newtons

How do you get the area of one end to be π(D-d)2?
 
  • #11
Noreturn said:
Oh, then the T will be what I said earlier
Yes correct, assuming your calculations are correct.
 
  • #12
CWatters said:
Perhaps go back a step..How do you get the area of one end to be π(D-d)2?

Well it would be outer diameter-inner diameter * length. Or in other words the thickness of the pipe is 10cm or .1m
 
  • #13
Is that how you would get the mass of the pipe? the divide that by 4 then plug that in for ?
 
  • #14
Noreturn said:
Well it would be outer diameter-inner diameter * length. Or in other words the thickness of the pipe is 10cm or .1m
The area of an annulus is the area of the outer circle minus the area of the inner circle...eg...Pi*352 - Pi*302

Then multiply that by the length to get the volume.
 
  • #15
Noreturn said:
Is that how you would get the mass of the pipe? the divide that by 4 then plug that in for ?

No, once you have the right mass calculate the weight. Then follow what Buffy has been saying about a FBD.

Edit: Actually yes, dividing by 4 gets you the tension in the 4 short vertical ropes.
 
Last edited:

Similar threads

  • · Replies 13 ·
Replies
13
Views
2K
  • · Replies 4 ·
Replies
4
Views
2K
Replies
2
Views
2K
  • · Replies 7 ·
Replies
7
Views
15K
Replies
7
Views
3K
  • · Replies 6 ·
Replies
6
Views
6K
  • · Replies 2 ·
Replies
2
Views
2K
Replies
2
Views
72K
  • · Replies 2 ·
Replies
2
Views
4K
Replies
3
Views
3K