Monday, December 21, 2009

[MW:3857] Re: Visual Examination of the welds

Mr.Singh

To reduce the residual stress and improve the toe blend angle weld Toe
can be smoothen and fillet welds should be convex and use a 3:1
minimum taper for the thickness transition and blend grind the weld
cap flush to remove any local stress concentration.

In general weld is acceptable Max. 3mm depth of profile measured from
the top of the face plate to the top of the weld

If the minimum reinforcement not mentioned, weld flushing up to plate
level is acceptable and more over it depends on drawing or specific
code

Adinarayanarao
Yemen

AWS D1.3 Acceptance Criteria

6.1 Production Weld Acceptance Criteria
6.1.1 Visual Inspection. A weld shall be acceptable by visual
inspection, provided all four of the following
criteria are met:
6.1.1.1 No Cracks. The weld shall have no cracks.
6.1.1.2
Minimum Reinforcement. The weld shall have minimum reinforcement of
1/32 in. (1mm)
for all square groove, arc spot, and arc seam welds.
6.1.1.3
Undercut. The cumulative length of undercut shall be no longer than L/
8, where L is the
specified length of the weld or in the case of arc spot welds, the
circumference, provided fusion
exists between the weld metal. Depth of undercut is not a subject of
inspection and need not be
measured. Melt-through that results in a hole is unacceptable.
6.1.1.4
Fillet Weld Face. Faces of fillet welds shall be flat or slightly
convex.

ANSI/AWS D1.3-98 An American National Standard Structural Welding
Code- Sheet Steel, 1998, American Welding Society.

On Dec 20, 9:34 am, Nachhattar Singh <n.si...@moodyint.com> wrote:
> Dear Members
>
> I would like to request the copy of the code or the part which can elaborate the recognition of the weld seams for acceptance / rejection during the visual examination of the weld
>
> This request is because some of the clients would want the welds to have the grinding done so that the peaks can be reduced / merged , but some say that no you should leave them in as is condition since the grinding reduces the strength of the weld overlays
>
> For this purpose - Preferably some sketches or some photographs will help ,  so that they can be used as a guide for acceptance of the welding .
>
> Thanks and bets regards
>
> --------------------------------------------------------------------------
> Nachhattar Singh
> Director
> Phone: 91-22-2758 0044 - 91-98201 81158
> Fax:91-22-27580033
> Email:n.si...@moodyint.com
> Web:http://www.moodyint.com/
> Web:http://www.edn.com.au/
> Moody International (I) Pvt Ltd
> 32 / 33 Gautam Complex , Sector - 11
> C.B.D Belapur , Navi Mumbai - 400 614
> Maharashtra (India)
> Mumbai
> Maharashtra
> 400 614
> India
> RSTS & EDN are wholly owned subsidiaries of
> Moody International and are leaders in
> HSE Consulting and Training
>
>  Moody Group Confidentiality Note: The information transmitted is intended only for the person(s) or entity to which it is addressed. It may contain confidential and/or privileged information or material. Any review, retransmission, dissemination to other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you received this in error, please contact the sender and delete the material from any computer.
>
> __________

--
To post to this group, send email to materials-welding@googlegroups.com
To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com
For more options, visit this group's bolg at http://materials-welding.blogspot.com/
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.

No comments:

[MW:34916] Applicability of Impact requirement as per ASME B31.3

Dear All, Design code – ASME B31.3, Welding Code- ASME BPVC SEC IX Material  to be used used during Fabrication - SA 333Gr6 (P No.1 G...