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Mechanical
- Jan 31, 2005
- 128
There is a shell&tube HX that needs to be rerated for new higher tube side pressure. Shell side pressures stays the same. The thing is that now the new tube side design pressure is higher than the shell side design pressure. Before the tubeside design pressure was lower than the shell side design pressure. The absolute value of difference between the new tubeside design pressure and the shell side design pressure is lower than what it was before.
For that rerate, is it necessary to repeat the design per ASME UHX (latest edition)?
What kind of load cases need to be considered? UHX-12 shows three different load cases: Pt and Ps=0, Ps and Pt=0, Pt and Ps. Do all these load cases need to be considered for the rerate?
How to decide whether the new calcs are done per TEMA or ASME UHX?
For that rerate, is it necessary to repeat the design per ASME UHX (latest edition)?
What kind of load cases need to be considered? UHX-12 shows three different load cases: Pt and Ps=0, Ps and Pt=0, Pt and Ps. Do all these load cases need to be considered for the rerate?
How to decide whether the new calcs are done per TEMA or ASME UHX?