Saturday, April 17, 2010

Re: [MW:4845] requirements for PWHT


i have cladding of 25.22.2 urea material on carbon steel plate of thickness 110 mm
as per AD 201 table from ASME VIII div ii the holding time is 2hr 15min plus 
but in _PQR time is 4hr 
so will you tell why 4 hr is given altough calculated time is 3 hr
On Sat, Apr 17, 2010 at 5:49 PM, Karthik <karthik6684@yahoo.com> wrote:
hi,
as per aASME section-VIII-UCS56,if the welded joint nominal thicknessthickness more than 38mm shall be PWHT.
As per ASME Section-1,PW-39.Welded joint htickness more than 19mm shall be PWHT.Pls.Refer with the applicable code.


 
Karthikeyan.S
 
Getabec Energy Co.,Ltd.
379,Moo6,Soi8,Nikhomphatana,
Rayong-21180,
Thailand.
Phone: 0066 38 897035-8 (Off)
Fax: 0066 38 897034
Hand Phone: 0066 892512282


--- On Sat, 4/17/10, manpreet <manpreetsin88@rediffmail.com> wrote:

From: manpreet <manpreetsin88@rediffmail.com>
Subject: [MW:4838] requirements for PWHT
To: materials-welding@googlegroups.com
Date: Saturday, April 17, 2010, 12:22 PM


Dear All

My case is that P1 group Gr.no.2 ,thickness-(16 to 200)
Welding process -SAW

Is it required to do PWHT & also the appropriate code &
standards if it is required.

Regards
Manpreet Singh
09867303228
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--
with Regards


SAQIB JALAL
Inspection Engineer
PakArab Fertilizer Limited
Khanewal Road , Multan
office number +92-61-9061 EXT 3110
mobile number +92-321-4043556

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