Can anyone advise how to proceed with the possible conflict between the hydrostatic proof test pressure stated in the ASME VIII - 1 in par. UG-99 and the one mentioned in the ESR of the PED. I prefer to follow the Code entirely on this point, and yet receive the CE mark as well.
Can anyone...
Since the ASME VIII - 1 Code defines it own set of requirements for the execution of and the minimum toughness values for the impact test, how does these toughness value conflict with the ESR's of the Pressure Equipment Eirective ? Note: In par. UG-84 the ASME VIII - 1 demands minimum toughness...
recently our company decided to choose ASME/API as design coes for the several new chemical plants in Europe. Since I'm most familair EU Codes, could anyone advise which design code can chossen for the design of alrge flat-bottomed storage tank (fluid: naphta), process volume approx. 30,000 m3...