×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!
  • Students Click Here

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here

Jobs

maximum stress to thread failure

maximum stress to thread failure

maximum stress to thread failure

(OP)
I have a large diam. shaft with small portion having 61/8-12UN - 3B thread. There was a partial failure and only .4331" of the thread is still engaged with the nut. The nut is preloaded at about 24 psi and sees an opposing stress of 31 psi. I know that the thread will not fail but I need to determine a safety factor and I can not figure out for the life of me how to determine the max shear stress the thread can see.

Any suggestions/ help is greatly appreciated.

RE: maximum stress to thread failure

if you have 6 1/8 dim thread and less then 1/2 in of engaged ment I would think that you would have to look an the shear area of the nut or shaft.

Chris

"In this house, we obey the laws of thermodynamics." Homer Simpson

RE: maximum stress to thread failure

Given your thread, 6.125 - 12 UN-3G, the geometry suggests a maximum shear area per unit length of 13.965 in^2/in for the Nut (3B) and 12.087 in^2/in on the Pin (3A).  This means that the Pin should fail before the Nut simply on the basis of shear strength between geometries.

You would now multiply these numbers by 0.4331 inches respectively, to obtain shear area on both the Nut and Pin.  Multiplying this again by the strength of your material will give you the force needed to send the thread into plastic deformation.  Using tensile strength of the steel would give you the lower limit to maximum sustainable load needed to break these threads.

Note that thread shear is not the only mode of failure.  You could strip the threads off the core of the steel bar by application of a normal load, the threads could also go by initiation of a crack from the root of the thread.  You would need to study the fracture and determine the mode of failure from experience.

Hope this helps.  Sorry I couldn't be more conclusive.

Kenneth J Hueston, PEng
Principal
Sturni-Hueston Engineering Inc
Edmonton, Alberta Canada

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members!


Resources