smh345
Mechanical
- Nov 10, 2003
- 13
ASME B16.34 does not appear to allow for any corrosion allowance in the WT. I know that the WT required per the standard is very conservative and is based on very low stresses. Does any one have any views regarding ASME B16.34 WT and corrosion allowances? Is it necessary to increase the thickness over and above ASME B16.34 requirements if you could demonstrate by calculation that the thickness is adequate, and still in compliance with the standard?