prajwalchelsea
Mechanical
- Aug 4, 2012
- 10
Hi,
As per 4.2.5.6(e)1 of ASME Div 2 code, the distance between the saddle support and the Nozzle Opening (Gross structural discontinuity), the min weld edge to edge distance should be sqrt R*Ts (Mean vessel radius*Shell Nominal Thickness.
As this distance is very large for one of my equipment, is there any clause in Div 2 to exempt this requirement of min weld distance (i.e by doing PWHT or extra NDE)
Prajwal
As per 4.2.5.6(e)1 of ASME Div 2 code, the distance between the saddle support and the Nozzle Opening (Gross structural discontinuity), the min weld edge to edge distance should be sqrt R*Ts (Mean vessel radius*Shell Nominal Thickness.
As this distance is very large for one of my equipment, is there any clause in Div 2 to exempt this requirement of min weld distance (i.e by doing PWHT or extra NDE)
Prajwal