×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Contact US

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

Pressure Vessel Foundation
3

Pressure Vessel Foundation

Pressure Vessel Foundation

(OP)
Any idea on how to design and analyze the foundation of pressure vessels?

RE: Pressure Vessel Foundation

A foundation does not know what it is on top of it. Work out the load, static and/or dynamic and apply it to the soil via the foundation...

RE: Pressure Vessel Foundation

Horizontal or Vertical?

Vertical foundations are just like wide monopoles or flag poles for the most part. Octagonal or circular foundation where anchorage of the vessel is the only thing that's more complicated than doing a standard building column.

Horizontal vessels can be different. Usually just a simple rectangular foundation. But, the loading can into things like "slide plates" that allow for temperature expansion / contraction on one side. That means the side with the slide plate gets designed to a lower lateral load (static friction coefficient of slide plate * dead weight on that pier). The other pier needs to be checked for that same force, but also for full seismic and wind.

I'm probably leaving something out because it's been 20+ years since I worked on one. But, I think I cover the basics.

RE: Pressure Vessel Foundation

(OP)
@JoshPlumSE specifically its vertical foundation.I have no experience in designing this one and my last encounter in foundation analysis was maybe 5 years ago.So I'm studying it again.Can you recommend some references or examples so that I can study and practice.Thanks for the help

RE: Pressure Vessel Foundation

qwerty122 (Civil/Environmental)(OP),

Suggest you to look to the following doc.

Process Industry Practices PIP STE03350 Vertical Vessel Foundation
Design Guide

https://qdoc.tips/pip-ste03350-vertical-vessel-fou...

In case ,if you would have more questions , you may ask with providing more info.

RE: Pressure Vessel Foundation

HTURRAK's reference looks pretty darned good to me. At least as a place to start. The concept of converting an octagon into an "equivalent square" is pretty much the way we did it 20+ years ago when I did this a lot.

The one thing that I always feel isn't really spelled out is that the pedestal is generally NOT going to meet the 0.005 steel ratio we use for most other types of pedestals. This kind of a pedestal is more of a "mass concrete" that assists in force transfer between the Vessel / Anchors / Footing. You want to protect it from surface cracking and have it develop the anchorage.

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



News


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