I have a similar issue as the following thread:
thread794-460032
How do I prove that "Tri-Clamp" ferrules meet ASME BPVC Section VIII Div1?
The first vessel will be used in USA, but we have a request for a future vessel to be used in Canada.
The ferrule neck meets code when calculated as a...
I am designing an ASME VIII Div 1 pressure vessel with a skirt base ring. My customer has specified ASTM F1554 grade 36 anchors.
ASME II D Table 3 doesn't have ASTM F1554 (or ASTM A307 grade C, which F1554 replaced).
ASTM F1554 grade 36 has a yield strength of 36,000 psi and tensile strength of...