| Από: Mathew Bosco Εστάλη: Σάββατο, 13 Δεκεμβρίου 2014 - 19:23 Απάντηση σε: material...@googlegroups.com Θέμα: [MW:22555] vessels verticality tolerence as per the code |
Try ASME STS-1 which we use to fabricate our vertical stacks.
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Mark Weaver
Sr. QA/QC Engineer
Callidus Technologies, LLC
UOP, A Honeywell Company
7130 S. Lewis Ave. Ste 335 Tulsa, OK 74136
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Verticality is affecting instability (buckling).
It is up to the designer to fix this tolerance in accordance with the allowance taken during the calculation.
If the vessel is already installed and verticality is not perfect, it has to be calculated again using the actual and not the ideal geometry.
This is a requirement resulting from:
ASME BPVC Section VIII- Div. 1: U-2(a), U-5, UG-22
or
ASME BPBV Section VIII-Div. 2: Table 4.1.1
| From: Swapnil Vanjara Sent: Wednesday, 17 December 2014 10:37 Reply To: material...@googlegroups.com Subject: Re: Θέμα: [MW:22587] vessels verticality tolerence as per the code |
10mm per mtr. Is a common criteria regarding structures..but up to a maxm. Of 50mm only.
Normally, PIPs are referred as guidelines for verticality of pressure vessals. A. Husain |
Sir,
Pls refer Api650 cl.7.5.2 for plumbness of tanks. This may be helpful to you.
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Deviation from
verticality. = 1. for vessel up to 9 meters. overall length <±13 mm.
2. for vessel over 9 meters. overall length<±3
mm/300 mm. or max.38 mm.
|
| Raghavendra Kiran <email2r...@gmail.com>
Sent by: material...@googlegroups.com 12/23/2014 08:57 PM
|
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