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#23269
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12/17/08
04:10 AM
Re: ASME B31.8- SUPPORT QUERY
[
Re: Dave Diehl
]
perth740
Member
Registered: 12/14/08
Posts: 7
Loc: middle east
my freid,
you r right but it is important to now 31.8 is not a simplified method for all cases. sometimes the calculated wall thickness in 31.8(class location 4) is thicker than 31.3.
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ASME B31.8- SUPPORT QUERY
AAD
12/15/08
03:40 AM
Re: ASME B31.8- SUPPORT QUERY
CraigB
12/15/08
05:17 PM
Re: ASME B31.8- SUPPORT QUERY
perth740
12/16/08
01:28 AM
Re: ASME B31.8- SUPPORT QUERY
rahul SRK
12/16/08
02:48 AM
Re: ASME B31.8- SUPPORT QUERY
AAD
12/16/08
02:49 AM
Re: ASME B31.8- SUPPORT QUERY
mariog
12/16/08
04:58 AM
Re: ASME B31.8- SUPPORT QUERY
AAD
12/16/08
05:25 AM
Re: ASME B31.8- SUPPORT QUERY
mariog
12/16/08
06:34 AM
Re: ASME B31.8- SUPPORT QUERY
AAD
12/16/08
07:19 AM
Re: ASME B31.8- SUPPORT QUERY
mariog
12/16/08
07:43 AM
Re: ASME B31.8- SUPPORT QUERY
Dave Diehl
12/16/08
09:41 AM
Re: ASME B31.8- SUPPORT QUERY
mariog
12/16/08
12:34 PM
Re: ASME B31.8- SUPPORT QUERY
AAD
12/17/08
02:24 AM
Re: ASME B31.8- SUPPORT QUERY
perth740
12/17/08
04:10 AM
Re: ASME B31.8- SUPPORT QUERY
mariog
12/17/08
03:18 PM
Re: ASME B31.8- SUPPORT QUERY
Flexy105
12/17/08
04:04 PM
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