RangerBill
Petroleum
Sorry if this has been covered before, search facility down at the moment.
I am having trouble locating a suitable design code (ASME, API or else) which gives design guidance on the minimum weld clearance for the following scenario:
What is the minimum clearance between a linepipe/flange/fitting butt weld and a full circumfrential doubler plate fillet weld around a piece of line pipe and which code whould I be looking at for the design of such?
This involves a subsea manifold piping system where the main through header (8" NB) is anchored to the structure at one end of the header via a bolted assembly welded to a full circumfrential doubler plate attached (via fillet weld all around)to the parent pipe directly adjacent to an API 6A weld neck flange butt weld. I would normally use a 1D clearance as a conservative layout guide if I wasn't tight for space, though quite often I find would like to minimise this.
I would like to justify with a known code section quote if possible, rather than have to try and justify on sound practical advice, which not everyone appreciates.
In a similar situation, I have used a weld clearance of 6 x wall thickness for a minimum clearance between a linepipe buttweld and a weldolet branch fitting, (toe of weld to edge of butt) though the code I retieved that one from escapes me after all this time.
I am having trouble locating a suitable design code (ASME, API or else) which gives design guidance on the minimum weld clearance for the following scenario:
What is the minimum clearance between a linepipe/flange/fitting butt weld and a full circumfrential doubler plate fillet weld around a piece of line pipe and which code whould I be looking at for the design of such?
This involves a subsea manifold piping system where the main through header (8" NB) is anchored to the structure at one end of the header via a bolted assembly welded to a full circumfrential doubler plate attached (via fillet weld all around)to the parent pipe directly adjacent to an API 6A weld neck flange butt weld. I would normally use a 1D clearance as a conservative layout guide if I wasn't tight for space, though quite often I find would like to minimise this.
I would like to justify with a known code section quote if possible, rather than have to try and justify on sound practical advice, which not everyone appreciates.
In a similar situation, I have used a weld clearance of 6 x wall thickness for a minimum clearance between a linepipe buttweld and a weldolet branch fitting, (toe of weld to edge of butt) though the code I retieved that one from escapes me after all this time.