Calculating stress given torque

  • Thread starter Thread starter InterestedGuy
  • Start date Start date
  • Tags Tags
    Stress Torque
Click For Summary

Homework Help Overview

The discussion revolves around calculating the stress on member AB due to a torque applied at point B, stemming from a load of 250 lbs at point C. Participants are exploring the relationship between torque and stress in the context of structural mechanics.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • The original poster attempts to relate the torque to stress by considering force components and bending stress in a cantilever setup. Some participants question the absence of a diagram and the assumptions made regarding force vectors.

Discussion Status

The discussion is ongoing, with participants providing insights into the statically equivalent loads acting on member AB. There is a recognition of differing interpretations regarding the application of forces and torques.

Contextual Notes

There is mention of a diagram that is crucial for understanding the problem, which was initially missing but later added. The original poster aims to ensure that the stress remains below the yield strength of the material, indicating constraints related to material properties.

InterestedGuy
Messages
4
Reaction score
0
I'm trying to figure out the stress on member AB in the attached diagram, given a load of 250lbs at point C.

Obviously there is a torque of 250ft-lbs at point B, but I'm not sure how to translate that into stress on member AB? My end goal is to size member AB so that the stress is stays below the yield strength, but I'm not sure how the calculate the stress.

Can anyone help?

Thanks,

Edit:

I've been thinking about this and I think the answer is pretty simple. Let me know if this is correct.

I essentially have a force vector AC. 250lbs represents the x component of this force. Thus the y component is 83.3 lbs at point B. From there I can figure out the bending stress on AB as it is essentially a cantilever.

Does that make sense?
 

Attachments

  • bikerack.png
    bikerack.png
    1.7 KB · Views: 488
Last edited:
Physics news on Phys.org
I see no diagram.
 
haruspex said:
I see no diagram.

Not sure what happened there, I've added the diagram to my post.
 
The statically equivalent loads on member AB would be an axial force of 250 lbs at B directed from B to A and a couple of 250 ft-lbs clockwise located at B. I don't think you can suppose an equivalent force vector acting thru AC.
 

Similar threads

  • · Replies 5 ·
Replies
5
Views
2K
Replies
11
Views
2K
  • · Replies 5 ·
Replies
5
Views
3K
  • · Replies 11 ·
Replies
11
Views
3K
  • · Replies 14 ·
Replies
14
Views
3K
  • · Replies 2 ·
Replies
2
Views
4K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 11 ·
Replies
11
Views
4K
  • · Replies 16 ·
Replies
16
Views
3K
  • · Replies 44 ·
2
Replies
44
Views
7K