Thanks Stan, Well, the weld in question is between a jacket leg and transition piece.
This jacket is already piled in sea and a 3800 ton production station is now resting on that.
This one is designed in acc. to AWS D1.1. It is not a process piping to design in Acc. to B31.3
Gents,
Can someone spare their precious time in giving a solution to my below question please?
1. As per AWS D1.1 Cl. 5.22.3.1 Longitudinal weld seams of adjoining sections shall be staggered a minimum of 90°. We have a typical problem at site in which we have only 40-50°. How to resolve the...
Gents,
Can someone spare their precious time in giving a solution to my below question please?
1. As per AWS D1.1 Cl. 5.22.3.1 Longitudinal weld seams of adjoining sections shall be staggered a minimum of 90°. We have a typical problem at site in which we have only 40-50°. How to resolve the...
Thank you unclesyd. As you said E7010 for the root would normally be downhand. But since we had applied an uphill root pregression, travel speed would not be that high. Hence, are there possiblities for Hollow Bead to occur in root pass?
Thanks for your time.
Gents,
Can someone spare their precious time in answering my below question please ?
Well, we are constructing a 10" Water Pipeline using API-1104 as acceptance criteria. We are applying a dolly-mix procedure (Root-uphill with E7010 electrodes and rest downhill with E7010 electrodes). Pipe...