×
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

Tank Overturning: Main Body vs App F

Tank Overturning: Main Body vs App F

Tank Overturning: Main Body vs App F

(OP)
Hi All,

I am trying to resolve a descepancy I have come across several times with small API 650 tanks.  The tank in this example is a 3000bbl tank (23.5'D x 40'H).

Per the main body there are 2 checks for overturning:

5.11.2 item 1  This formula can be rearranged to find the maximum pressure for the given tank.  In this case the max pressure without anchoring is 0.15 psi.

5.11.2 item 2 yields a max pressure of 1.84 psi without anchors.

Therefore I am limited to 0.15 psi on my tank if I want to avoid anchors.

Per App F the internal pressure of 0.15psi is greater then the weight of the roof plate but less then the weight of the shell.  Therefore per Fig 4-1 the tank does not require anchors but the conditions of F1-F6 must be met.

F4.2 will also calculate a maxmium pressure to limit uplift of the shell.  In this case however the maximum pressure comes out negative.

I am unsure how to inperpret this negative maximum pressure (The max pressure per F4.1 is 2 psi).  Is the intent that the tank now requires anchors even thought the pressure is less then the weight of the shell?

Another question regarding F4.2.  Why is there no consideration given to liquid holddown?  Per 5.11.2 point 1 API 650 is looking at an empty tank and assigns a factor of safety of 1.5 on overturning (No product in tank means less risk if tank shell fails).  Per 5.11.2 point 2 API 650 is looking at a half full tank and assigns a factor of safety of 2.  App F4.2 gives a safety factor of 2.5 on uplift.  My understanding of this increased safety factor was becasue this was looking at a full tank. However there is no allowance given for liquid hold down.

F4.2 rearranged
0.67 Mw + 0.4 Mpi < Mdl / 2.5

Anyone looked into this before?  Your comments would be appreciated.

 

RE: Tank Overturning: Main Body vs App F

First off, there are, or have been discrepancies in some of the equations.  I think if you look at the history of the revisions, the problems were that one section was updated, but a related section was not updated to match.  So use your own judgment in applying it.  I think the App. F equations have lagged the main body of the standard, if that helps.

I don't have the standard here in front of me, but generally, if the tank requires anchorage for pressure alone, it falls under F.7.  If it does not require anchorage for pressure alone, it may still require anchorage for wind+pressure or seismic+pressure, or for wind or seismic without pressure, for that matter.

Under the older standards, wind moment was calculated based on projected area.  A couple of revisions back, they added wind uplift on the roof, but when they did, they also confused the wind moment about the centerline with the wind moment about the edge of the tank.  This may be the source of the discrepancy you are seeing.  Note that in the Addendum 2 anchor bolt load equations, they separate out the wind uplift and the moment due to projected area.

When they added the wind-uplift, they also added provision for liquid hold-down.  This assumes that the maximum wind and maximum emptiness are not likely to occur at the same time (and it is not based on a full tank, but some fraction of full).  Anyway, if the pressure can be applied to an empty tank (as might happen with blanketing, or where P/V vents are used), then it would make sense to omit the liquid hold-down when checking for 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


Resources

Low-Volume Rapid Injection Molding With 3D Printed Molds
Learn methods and guidelines for using stereolithography (SLA) 3D printed molds in the injection molding process to lower costs and lead time. Discover how this hybrid manufacturing process enables on-demand mold fabrication to quickly produce small batches of thermoplastic parts. Download Now
Design for Additive Manufacturing (DfAM)
Examine how the principles of DfAM upend many of the long-standing rules around manufacturability - allowing engineers and designers to place a part’s function at the center of their design considerations. Download Now
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

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