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Anonymous Poster

Spherical tank, help please.. Thanx

02/16/2009 9:35 PM

Dear all professional engineer..

I am Tyo, junior engineer, just graduated. Now i am designing LPG spherical tank. The internal pressure is about 18 kg/cm2 or around 270 psig

I have two questions for you about the design calculation of LPG spherical tank..

1. Which standard that should i applied for this kind of internal pressure? (ASME 8 div 1 or 2). I have read about the internal pressure limit of div 1, which is 3000 psi. But The existing project (has the same internal pressure with mine) is refer to ASME 8 div 2. Then which one should i take?

2. In nozzle calculation, are there any differences between the formula in calculating nozzle thickness in spherical tank and in cylindrical tank?

Thank you very much for your kind attention. Your prompt reply is really expected..

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#1

Re: Spherical tank, help please.. Thanx

02/17/2009 11:18 AM
  1. You should design to whatever the specification/requirement of the end-user/client is. ASME VIII Div 2 gives a better engineered vessel with calculated stresses closer to actual stresses - a professional engineer is required, specifically for the user specification sheet. ASME VIII Div 1 will give a more conservative design. The greatest benefit to designing to Div 2 will be that thinner plates/materials can be used giving the advantage of cost savings in fabrication (the design/nde is more difficult and stringent though). I suspect that your LPG spherical tank is rather large, and the cost savings would be substantial. However, I would say (and not trying to be mean here) that you are not qualified, nor experienced enough to design to Div. 2. Even having said that, I hope that if you design to Div. 1 that your work is reviewed by an experienced engineer. The most difficult part of the design for a spherical tank is the loadings of the supports (and secondly any nozzle loadings), which ASME does not have formulas to spell out (the design of the shell and nozzles are relatively easy).
  2. There are slight differences:
    • ASME VIII Div 1: There are slight differences in the reinforcement required - please review UG-37, particulary paragraph UG-37(c).
    • ASME VIII Div 2: Please review sec 4.5
    • For actual nozzle thickness itself, no, there are no differences.
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#2
In reply to #1

Re: Spherical tank, help please.. Thanx

02/17/2009 9:03 PM

I am now registered user as a Premium. I am from Jakarta, Indonesia..

Thank you very much for the answers.. Actually, the internal diameter of my vessel is 22 meter.

Talking about the recommendation from client (end-user), they have not mentioned the specific standard in their specification (TOR - Term of Reference), but i have asked them, they simply answer "ASME VIII", with no specific "division". Actually this project is still in bidding phase (tender) for technical proposal. But the format of the bidding is "Beauty contest", which means only contractor with the best technical spec and affordable price that could be the winner. I do not know the relationship between this kind of tender with the availability of cleint recommendation standard.

Thank you for saying that i am not qualified, that was correct, because i am still a junior engineer and only a new graduate. Then please teach me Sir..

I am now designing the vessel using ASME VIII-1. I have calculated the minimum shell thickness which is 2.94 inch. And by using VIII-2, i got 2.55 inch.

Let me conclude this discussion before i propose new questions.

1. It is better for me to use div 1 instead of div 2. For your info guys, this project is a new one for my company, that is why NO ONE has good ability in this matter.

2. There are no differences in calculating nozzle thickness in spherical tank and cylindrical tank. (so it means that this is refer to ASME VIII-1 UG-45)

3. ASME does not have formula to calculate the tank suppurt (column). Then maybe i should refer to AISC then.

Ok, please let me propose two more questions.

1. Can i use two different ASME standard in calculating shell and nozzle. For example, i use ASME VIII-2 AD-202 to calculate shell thickness, and i use ASME VIII-1 UG-45 to calculate nozzle thickness. Can i do this?

2. Is there any practical rule to design spherical tank columns? Or is there any volunteer who wants to share with me about the fundamental in designing LPG spherical tank, from the material selection, how to calculate tank support, determine most economical design rule, etc.

Forgive me to ask you a lot of questions guys.. I hope you could help me. Any kind of answers will be appreciated.

Thank you very much..

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#3
In reply to #2

Re: Spherical tank, help please.. Thanx

02/17/2009 11:16 PM

0.5. You are almost forced to go with Div 1 because you would not be able to provide an effective estimate/design without the required Div 2 "User's Design Specification" in accordance with paragraph 2.2.2 and Annex 2A

0.75. It seems, because you referenced "ASME VIII-2 AD-202", that you are referencing an old code edition and not looking at the completely revised 2007 Div 2.

  1. NO!! Absolutely not. You must stick with one design code.
  2. I am going to save the rant/lecture regarding economies and how everyone is trying to diversify and try to stay in business (even keep their livelihood); but in this case, I would suggest you diplomaticaly try to avoid performing this design. It would be much better for your company to try and hire someone who has done these designs before, or at the very least, subcontract out portions or a full design review. The structural aspect of the design really should be done by a civil/structural engineer and in accordance with the legislated building code requirements for the intended use; perhaps it would be the AISC codes. Apart from the structural design you also need to ensure that the ("mechanical") loadings on the sphere are suitable, that is, that the area of the column to shell attachment is not overstressed. For this you pratically need to use FEA, because even the veritable WRC 107 is limited in this application. So, sorry to not be of much assistance; this is just too much detailed design information that you are requesting, which should really be done by someone in person. So please evaluate your situation; even discuss your concerns with your supervisor (and if he is adamant that you perform this work and is not qualified himself - start thinking about another job) because you DO NOT want to be involved in something like this:

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#4
In reply to #3

Re: Spherical tank, help please.. Thanx

02/18/2009 2:07 AM

Wow... that was horrible..

Sir, in what section in ASME VIII-2 that explaining about nozzle thickness calculation? To be honest, i am not familiar with Div2 (obviously, i am just junior engineer). I hope nozzle calculation in Div2 will be easy as in div1 UG-45 (sorry to say it "easy")

Ok will consider your input, evaluate the situation, and i will suggest to my supervisor.

Thank you for your brief answer..

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#5
In reply to #4

Re: Spherical tank, help please.. Thanx

02/18/2009 2:37 AM

In the lastest edition of Div 2 (2007) the nozzle thickness is given in section 4.3

The strictly "thickness" calculation is pretty straightforward; for a radial nozzle in a cylindrical shell:

t = [D/(2cosα)][exp{P/(SE)}-1]

where things get a little trickier are in the weld strength calculations, reinforcement calcs, external loadings, fatigue, .............

Like I also suggested by private message, if you aren't bidding against the pioneers of the Horton sphere, hire 'em .

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#6
In reply to #5

Re: Spherical tank, help please.. Thanx

02/18/2009 7:11 AM

Mr. Xmech

Thank you for mentioning the formula for calculating radial nozzle thickness.. But that is for cylindrical shell. What about for sphere? Same formula or not..

Thanx.

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#7
In reply to #3

Re: Spherical tank, help please.. Thanx

02/18/2009 8:49 AM

WOW! Every picture tells a story, and this certainly makes your point.

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