×
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!

*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

Bolt in Bending Calc with Unique Geometry

Bolt in Bending Calc with Unique Geometry

Bolt in Bending Calc with Unique Geometry

(OP)
Hello, Looking for a bit of a sanity check on a bolt calculation, biggest thing is if to take the point of rotation about the bolt group centroid or the first bolt (given the geometry the first bolt could also seem like a valid option, just unsure with this geometry), calculation below shows about the centroid and seems high given configuration....again about the centroid this would be higher than about the first bolt I believe.







Cheers,

“If the women don't find you handsome, they should at least find you handy.” - Red Green

RE: Bolt in Bending Calc with Unique Geometry

Hi tKc74

I would take the moment from the far left hand of the lower beam and not the bolt centroid.
All the bolts then would share some tension from direct and bending action but the biggest load would appear in the first bolt pair and so you would size the bolts on that basis.

“Do not worry about your problems with mathematics, I assure you mine are far greater.” Albert Einstein

RE: Bolt in Bending Calc with Unique Geometry

Quote (desertfox)

I would take the moment from the far left hand of the lower beam
I agree, but I'd say from the far left bolt centre, anyway this difference is probably neglible.

RE: Bolt in Bending Calc with Unique Geometry

Hi kingnero

Yes either way I agree, it just something I have always done taken the pivot to the furthest point and then assumed all the bolts are utilised and let’s face it the first pair of bolts from the left hand won’t see a great deal of tension due to bending.

“Do not worry about your problems with mathematics, I assure you mine are far greater.” Albert Einstein

RE: Bolt in Bending Calc with Unique Geometry

tKc74

Try this link and scroll down till you see bolt joints withstanding bending forces.
https://roymech.org/Useful_Tables/Screws/Bolted_Jo...

“Do not worry about your problems with mathematics, I assure you mine are far greater.” Albert Einstein

RE: Bolt in Bending Calc with Unique Geometry

(OP)
Thanks , revised the calc to pivot about the furthest bolt, updated calc below with a bit of pre-load evaluation:



“If the women don't find you handsome, they should at least find you handy.” - Red Green

RE: Bolt in Bending Calc with Unique Geometry

Hi tKc74

I agree with the analysis, however I think that the preload is to low, at 1.15 factor times the 179.5KN will not give sufficient margin for error on torque tightening the bolts.

“Do not worry about your problems with mathematics, I assure you mine are far greater.” Albert Einstein

RE: Bolt in Bending Calc with Unique Geometry

(OP)
Hi Desertfox, even with pneumatic device and lubricated bolts?

“If the women don't find you handsome, they should at least find you handy.” - Red Green

RE: Bolt in Bending Calc with Unique Geometry

Hi tKc74

This link shows typical errors for tightening methods, torquing bolts is subject to +/-25% see below, to me you need to have more margin in those bolts and I have no idea whether they are seeing a cyclic load or static load, I would guess at cyclic loads if they are loading and unloading various components.

https://roymech.org/Useful_Tables/Screws/Preloadin...

A couple of other points, at 206KN (from the previous threads on this device) preload there will be yielding of the clamped components and so you won’t achieve the preload you require. At 206KN preload if it is achievable then with a 25% error you could exceed the bolt proof load of a grade 10.9 on the other hand the preload could be 25% lower then the stated figure which means the preload would be lower than the desired calculated value of 1(79.5KN.

“Do not worry about your problems with mathematics, I assure you mine are far greater.” Albert Einstein

RE: Bolt in Bending Calc with Unique Geometry

The simplified and conservative method puts the bending moment at the centroid; however, as you pointed out this isn't exactly accurate. The accurate solution is wherever the plate bending stiffness matches with the bolt tensile stiffness, force will go to each component as a function of its relative stiffness. The AISC manual Ch.7 describes this well.

“The most successful people in life are the ones who ask questions. They’re always learning. They’re always growing. They’re always pushing.” Robert Kiyosaki

RE: Bolt in Bending Calc with Unique Geometry

Hi tKc74

Have a look at this link, it mentions safety factors of 1.25 to 2 but also factors of 1.1 to 1.4 if the application is tested. Scroll down to the heading AXIAL FASTENER AXIAL LOAD where you will find the S.F. mentioned.
https://engineeringlibrary.org/reference/preloaded...

So once you have the external load on the bolt ie 179.5KN then in my opinion that should be multiplied by at least 1.25 or whatever is suitable for your application (if you intend to load test you might be okay with 1.15) and size the bolt on that figure :- 1.25 * 179.5KN = 224.3 KN.

“Do not worry about your problems with mathematics, I assure you mine are far greater.” Albert Einstein

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! Already a Member? Login


Resources

Taking Control of Engineering Documents
This ebook covers tips for creating and managing workflows, security best practices and protection of intellectual property, Cloud vs. on-premise software solutions, CAD file management, compliance, and more. Download Now
The Great Project Profitability Debate
A/E firms have a great opportunity to lead the world into the future, but the industry’s greatest asset—real-time data—is sitting wasted in clunky, archaic ERP platforms. Learn how real-time, fully interactive dashboards in a modern ERP allow you to unlock data that will shape the future of the world. Download Now

Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close