[MW:26283] Re: Welding repair procedure required. (ASME or AWS)

Dear Ghani,

Repair. In the repair and determination of

limits of mill induced discontinuities visually observed

on cut surfaces, the amount of metal removed shall be

the minimum necessary to remove the discontinuity or to

determine that the limits of Table 5.4 are not exceeded.

However, if weld repair is required, sufficient base metal

shall be removed to provide access for welding. Cut surfaces

may exist at any angle with respect to the rolling

direction. All welded repairs of discontinuities shall be

made by:

(1) Suitably preparing the repair area

(2) Welding with an approved low-hydrogen process

and observing the applicable provisions of this code

(3) Grinding the completed weld smooth and flush

(see 5.24.4.1) with the adjacent surface to produce a

workmanlike finish.

Note: The requirements of 5.15.1.2 may not be adequate

in cases of tensile load applied through the thickness of

the material.

Thanks with Regards'

Atif Aslam (Din).

On Tuesday, January 5, 2016 at 1:19:32 PM UTC+6, Ghani wrote:

Dear Expert,

I need welding repair procedure for structures, were can i find standard repair procedure (ASME or AWS).

Kindly guide for the welding repair procedure for structural welding

Regards

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Thanks and Regards, ?

Mohammed Ghani,

CSWIP 3.1 / BGAS L-2 / ISO 9001:2008 QMS LA.

Mechanical Inspector,

ü Please consider the environment before printing this email.

 "Be the change you wish to see in the world"

---Mahatma Gandhi---

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