Berndt
Mechanical
- Jun 1, 2007
- 31
I have encountered the following two trains of thought with regarding to the calculation of hydrotest pressures according to ASME B31.3:
1. Determine the hydrotest pressures for different pipe materials according to 345.4 and choose the greatest (given that yield is not exceeded for any pipe). Ensure that 1.5 times the 100 Deg F pressure rating is not exceeded for flanges in the system. No calculations are done with regards to fittings such as elbows & tees, as these are deemed to have been tested during manufacture.
2. Same as 1. apart from the fact that since the material of the elbows and tees are different with different allowables, the greatest calculated pressure of all components is chosen.
Which of these two approaches is commonly used and/or correct?
1. Determine the hydrotest pressures for different pipe materials according to 345.4 and choose the greatest (given that yield is not exceeded for any pipe). Ensure that 1.5 times the 100 Deg F pressure rating is not exceeded for flanges in the system. No calculations are done with regards to fittings such as elbows & tees, as these are deemed to have been tested during manufacture.
2. Same as 1. apart from the fact that since the material of the elbows and tees are different with different allowables, the greatest calculated pressure of all components is chosen.
Which of these two approaches is commonly used and/or correct?