A V-groove (or J-groove) configuration is usually for a butt weld, not for a T or corner weld. As far as I know, T's and corners just use 90° angles, though other angles would be possible.
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In vino veritas; in cervisia carmen; in aqua E. coli.
You're taking on a very ambitious project of welding such thick material.
How long have you been welding as a novice?
Have you ever dealt with this type of weld before on thinner materials?
This thicker material leads me to believe that there is going to be a lot of pressure or force working against this weld.
I've seen even a certified welder with years of experience fail a weld inspection on the same material.
Be very careful.
You are responsible for the safety of this device you're welding.
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Though it does seem he frequently has a Swiss Army knife or Leatherman and a roll of duct tape with him.
OK. How about asking the Structural Engineer responsible for designing the thing? After all, it should be on the "for construction" drawing issued to the Welder; if it isn't, get the Engineer to add it to the drawing on a later "for construction" revision.
If it isn't, walk away from the job and the liability that comes with any failure of the weld in service.
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Not sure of size of your mig unit, or the precision required for the job but I would suggest a deep enough groove to get 100% penetration and then secondary passes on alternating sides to fill the grove to the profile required, then ultrasound or x-ray testing, grind out the flaws and re-weld. Sign up for welding-advisors.com newsletter.
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