RajanQ
Mechanical
- May 15, 2012
- 4
Hi,
We are welding a structure with AWS 1.1, where there are 40mm pad eyes which are CJP with double V-joint. Thickness of other parts are between 6 to 20 mm. As per contract with client PWHT has to be done on whole structure. As per AWS 1.1 for 40mm thickness the holding time is 100 minutes, which is too long for other thickness on the structure and there could be distortion in structure due to long holding. The padeyes are V-type joints where 20mm weld is deposited on either side. Can I consider 20mm as thickness for PWHT?
We are welding a structure with AWS 1.1, where there are 40mm pad eyes which are CJP with double V-joint. Thickness of other parts are between 6 to 20 mm. As per contract with client PWHT has to be done on whole structure. As per AWS 1.1 for 40mm thickness the holding time is 100 minutes, which is too long for other thickness on the structure and there could be distortion in structure due to long holding. The padeyes are V-type joints where 20mm weld is deposited on either side. Can I consider 20mm as thickness for PWHT?