Generally LCC is being used for Low Temrature,
The One Big diffrence between LCA, LCB and LCC the Imapct value
The Impact test Value of LCC is Greater then LCB and LCB impact value is greater then LCA. Then interms of Chemical Composition the difference is Carbon %.
Regards
Aakash Jha
Before going for any conclusion , we also need to under stand, the pouring situation,
If the pouring is carried out in diffreent slab, then due to delay in pouring there may be chances for chemistry change (Minor).
I have witnessed this situation..
Regards
Aakash Jha
We can able to tell you the exact answer if you provide the folowing details
Welder Qualified Details
1. Material - Its known P1
2. Welding Consumable Used
3. Process
4. Thickness
5. position
Then
For SS welding , whcih you wanted to use the welder
1. Process
2. Consumable
3. Thickness
4...
thread378-253192
Hello,
As per ASME B31.1 - Power Piping, Please tell me that is Penalty required when the joints fail ?
In our spec we have 10 % radiography.
Your prompt action will be highly appriciated.
Regards
Aakash
Thanks phighfill,
For your prompt reply.
I have gone through the Table 136.4, This is for general requirment , BUt my question is Tie -in / Golden / Closure Joint, Whcih is not subjected to hydrotest.
Regrads
Aakash
Thanks for your prompt reply,
I have gone through the Table 136.4, that is for the General NDE requirment, But i am insearch of Tie-in/ golden / closure Joint , whcih is not subjected to Hydrotest. Pl advice.
Regards
Aakash
I have purcghased few of the structural material from the conversion agaent, not a orginal manufacturar.
My question is " IS Laddale analysis is mandatory of IS2062 material for 2nd conversion agent , is they have to mentioned in their MTC? "
Prompt action will be highly appriciated
Regards...
In Addition to Kiwi Comments , you may like to do the seperate testing for valave prior taking any decision that it should be used, reworked & use or Replaced.
Regards
Aakash Jha
Hello,
I am seeking a help in the subject matter. I am working on a project where Steel structure is in our scope. We have a Turbine building where we have a Main column having Web Thickness of 25-50 MM and Flange 40-63 MM.
My query is " Can we go ahead with Fillet weld between Web and flange...
Hello,
I am seeking a help in the subject matter. I am working on a project where Steel structure is in our scope. We have a Turbine building where we have a Main column having Web Thickness of 25-50 MM and Flange 40-63 MM.
My query is " Can we go ahead with Fillet weld between Web and flange...