Dear Sabir,
It is best to use pipe schedule 10S as the least thickness for stainless
steels up thru NPS 24. This is due to welding fit-up, pipe wall stability
(branching, attachments), and product availability. 24" sch 10S is 0.250"
nominal thk.
The A672 Gr 60 materials (CC60, CB60, B60, and C60) are listed in ASME B31.3-2006, p. 140. But, B31.3 does not indicate the different classes. Classes 22 and 32 are shown in ASME B31.1 with a joint efficiency of 1.0. It is good to also have access to ASTM Specifications to see detail descriptions of the classes.
Ben
From: PipingDesign@yahoogroups.com [mailto:PipingDesign@yahoogroups.com] On
Behalf Of knight prince
Sent: Tuesday, January 08, 2008 11:50 AM
To: PipingDesign@yahoogroups.com
Subject: Re: [PipingDesign] Dear Sir...
Dear Anbarasu,
To consider 12.5% of negative tolerance on pipe wall thickness,divide t(min)
by 0.875(1-.125).This will give you the thickness required.Select the next
higher thickness available in ASME B36.19.
so, t(min) = 0.0479 inch
t(req) =0.0479/0.875 =0.05474 inch
select the next available thickness.
elie altawil <eliealtawil@ <mailto:eliealtawil%40yahoo.com> yahoo.com> wrote: The right answer to your question is to get a copy of "Pipeline Rules of Thumb" or Gas Processors Suppliers Association Handbook "GPSA" gpsa.gasprocessors.com and the type of pipeline sizing you wish to learn; wall thickness, optimal diameter, fluid velocity, pressure drop, etc.
Good Luck.
Elie AlTawil, Sr. Piping Engineer, PE
Consulting Engineer
Denver, Colorado
anbu arasan <anbu_mass@yahoo. <mailto:anbu_mass%40yahoo.co.in> co.in> wrote:
Dear sir...
Im S.Anbarasan From Chennai(India)...
Working as a piping Engineer...Sir can you send the std procedure of
pipe sizing Calculation...
Regards ...
S.Anbarasan
elie altawil <eliealtawil@ <mailto:eliealtawil%40yahoo.com> yahoo.com>
wrote:
I came up with 0.048", however, you must obtain a copy of SS A-358 TP 321,
if mill toterance applies to this materials, it should be added to "t".
t=tm+c+mill tolerance.
sabirap <sabirap@yahoo. <mailto:sabirap%40yahoo.com> com> wrote:
Hi Gents.is this calculation correct.
PIPE WALL THICKNESS CACULATION Code - ASME B 31.3
Pipe Material - SS A-358 TP 321 CPI Welded
Internal Design Pressure P 5.5 barg - 80 psig
Temperature - 150 0 C - 302 F
Allowable Stress S - 20000 psig
Coefficient (Factor) Y - 0.4
Quality Factor (Joint Efficiency) E - 1
OD of Pipe D - 24''
Corrosion Allowance c - 0
t = PD / 2 (SE + PY)
80 * 24 / 2[(20000 * 1) + (80 * 0.4)]
1920 / 40064 = 0.0479 inch
tm = t + c = 0.0479 + 0 = 0.0479 inch .is this calculation correct.
I tried to search the Allowable Stress - S, for CS A-672 GR 60 Class 22 or 32, Longitudinally Welded, SAW. I couldn't find it in ASME B31.3. Anybody can advice me on this...?
Thank you,
Regards,
Sabir
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Received on Tue Jan 08 14:25:00 2008
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