[font:Lucida Console]Though all of us try to keep actual loads withing the allowables specified by the API 610 in all cases, but sometimes it becomes difficult in very large size pumps.
Following are my opinions :
API 610 allowable is based on wearing parts within the machine and not the occasional events.
Pump is subjected to just operating loads all the times except in a rare instances of occasional loads. Such short-term occasional load (e.g. seismic) does not result in excessive wear of internal parts of pumps and leakage problems. At the max. it can cause misalignment, which is always checked and corrected after such rare occurrences like earthquake before start of the plant.
Better approach would be to ensure proper supporting near pump to avoid possible damage in case of earthquake.
Many plants have tripping mechanisam in case of earthquake. that means pumps will be immediately stopped in such events.
Pumps being at very lower elevation are also not much susceptible to wind.
API 610 interpretations clearly stated that checking pump nozzle loads in operating conditions would not violate the intent of the code. however at another place they write THEY DON"T ADDRESS THE ISSUE. My opinion- in general code must specifiy such minimum requirements. Like all other TRs they can reply Yes or No. Don't they know how they arrived at the allowable ?? If they know they must have clear reply in terms of "Yes" or "No".
Another issue with these codes is they will very often put words like "Subject to owners approval" . E.g. Use of appendix F of API 610, Clause 302.2.4 (f)of ASME B 31.3...How many of us actually go to owner and ask for approval for using this clauses??? So even if your vendor allows you to use higher loads, you cannot even exceed 1 time the table value if your owner do not permit it. [/font] :crazy:
So first of all try to bring withing the allowable. if it still exceeds slightly in occassional cases, instead of playing number games by adjusting gaps and supports by few milimiters, it would be best to ensure good supporting and our own judgement. [/font]