kclim
Materials
- Jul 2, 2002
- 168
Is there any guidance in the codes (31.1 in particular) as to the minimum wall thickness for safety relief valve discharge piping, immediately downstream of the valve?
I assume that it will be more than a simple pd/2t calculation, and requires consideration of reaction forces when the valve is operating.
TIA
I assume that it will be more than a simple pd/2t calculation, and requires consideration of reaction forces when the valve is operating.
TIA