Re: [MW:24288] Re: Distance between faying surface.

Dear DINESH,

You can use splice plate on joining plate. As the gap is more you can use one side splice plate as backing plate and fill the gap by welding. After completion plate to plate butt welding you can perform NDT (UT/ MPT as required), and after that you can fit up and weld other side splice plate. For strength & load bearing capacity it will be more better than normal butt joint. But we do not know where it's use, so discuss with designer or check where & which purpose it will be use at site.

With Thanks & Regards:

Prabir Kumar Singh

On Sun, Feb 14, 2016 at 7:18 AM, Dinesh Somwanshi <som.din@gmail.com> wrote:

Dear sir, 

Update pls. Plate has tobe welded on beam.With  530 N load approx.

AWS d1.1

Pleaae advice.

On Saturday, February 13, 2016, Dinesh Somwanshi <som.din@gmail.com> wrote:

Dear sir,

i need your suggestions on welding.

We had issue that load carrying members having 30 mm gap when fit up, Which is pressure carrying parts in structure. ( wrong cutting of 25 mm plate )

We cannot able to replace , As its time consuming to reduce root gap. Please tell how i can weld the job to ensure minimum load carrying capacity of member..

 

DINESH VITTHAL SOMWANSHI

BACHELOR IN MECHANICAL ENGINEER

AUTHORIZED WELDING / NDT / PAINTING INSPECTION PERSONNEL,

AWS - CWI , CSWIP 3.1

BGAS  Gr 2 / 3

NDT II -UT , RT , MT , PT, VT

00919881344135

असो द्यावी दया तुमच्या लागतसे पाया.

Pray for others, sometime, You might never need to pray for yourself again.....

--

DINESH VITTHAL SOMWANSHI

BACHELOR IN MECHANICAL ENGINEER

AUTHORIZED WELDING / NDT / PAINTING INSPECTION PERSONNEL,

AWS - CWI , CSWIP 3.1

BGAS  Gr 2 / 3

NDT II -UT , RT , MT , PT, VT

00919881344135

असो द्यावी दया तुमच्या लागतसे पाया.

Pray for others, sometime, You might never need to pray for yourself again.....

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