Nice

😂 да уж и что тут удивительного

How do you tie into such large tacks? Grind em back when you get near? Also do you just root it all round then grind the tacks out? Am currently being taught on 10" go easy I'm new to it

Exlent sir, 👍🏿

Peel test kaise karte hai uske upar bhi ek vidio banaiye sir?

Sir API 1104 ke hisab se Distructive testing me charpy impact test,nick break test, tensile strength test and bend test ka kya acceptance criteria hoga sir please bataiye

What is GR?

Hi 0:23

1)Api 1104 ke anusar root gap and root face and included angle kitna hona chahiye pipeline welding me sir? & 2) api 1104 ke distructive testing ke anusar NICk break test,charpy- v impact test, tensile strength test and Bend test ka procedure,And acceptance criteria kya hoga?

Pata chala ke galat leke main pata nikla

5.90mm

что за песня?

Görebildiğim kadar 28.44

40.05

39.55

🎉🎉

這是驗收？看不懂，不過在我的行業，驗收時被拿粉筆圈起來就是要修補或重做了，雖然我從沒被劃過

わが社では厳しく検査し高品質をアピール？ 仕事が適当過ぎて検査終わりそうにない(笑)

Well for the inspector. TOO BAD FOR THE WORK (WELDING). There are not control process!!!😮

Porosity

Что он делает ?

Super 😍

para 8.4.3 type of joint / weld (For Level 2) mentioned: a) butt welds qualify full and partial penetration butt welds and fillet welds, while fillet weld tests are required where T-joints are performed by fillet welds or partial penetration butt welds in the predominant form of welded connections in relation to the design and production welding b) full penetration butt welds qualify full and partial penetration butt welds and fillet welds in any type of joints => "a" tell me, when PQR with butt joint and Full penetration butt weld, Fillet weld test is required if I want to welding fillet weld in production. But "b" tell me above PQR can approved for Full/Partial and fillet weld in any type of joints Hence, what are differences between "a" and "b"? Which case I can use "a" and which case I can use "b" to write WPS. Hope receipt you advice in that case. Thanks Bro !!!

Very instructuve

Question number 30. Answer is 1.25% or 12.5% please explain Thank you

useful, thanks

Can you give me reference standard for that soaking timw will be 2 hours where it is mentioned in asme or IBR standard ??

What are the settings that you used? It looks amazing.

Please Sir, I need your WhatsApp

congratulations 🎉❤

Nice video sir, nice explanations plz make one video show image's and acceptance criteria in asme B31.3and B31.1amd iso 13846

Thank you sir. Part 2 required sir

What is the book to look ? 31.3 book or asme sec 8 ?

Inside b31.3 book ?

Can you share for Inconel 601 to SS310 Material Filler Rod details?

Excellent knowledge shared, thanks a lot.

Which edition of api 1104 are you using to answer this questions?

P number P15E

There is more?

Excellent works sir,but small correction for symbol no11.For Symbol number 11 you showed symbol number 18 which is not correct request you to amend if possible 🧐🤔

sir, i want to do aws (cwi) certification course. now i am continue self preparation from aws D1.1 and ASME Sec ix only. can you provide me any note book,which is available .

Good job I like it

if the material is rounded (pipe welding) how to now the length?

Q-06 i think if he qualified on 5G then for plate he can for All position..

Q-02 main purpose is To prevent oxidation...

Q-24 HF use to avoid the tungston inculsion in weld metal and post purging to cool down tungston and save from oxidization of weld pool.

Q-8 WQT rang for thickness (All - 2t) and over 13mm with minimum 3 layers will be qualified max to be welded. so here he will be qualify upto 20mm.

Reinforcement heigth measurement using multi gauge,as per b31.3 table 341.3.2 (=< 6mmT 1.5mm reinforement max,>6mmT to 13mmT 3mm reinforcement heigth,13mmT to 25mmT 4mm reinforcement see table for the rest of tolerance

8. Plus i cannot see the exact equal line to know what point