Working Out the Allowable Working Pressure
Buyers frequently ask which schedule a given pressure needs. The answer comes from the ASME B31.3 wall thickness relationship rather than from a lookup table, because the allowable stress changes with grade and with design temperature.
The internal design pressure that a straight pipe can carry is given by P equals 2 S E W t divided by D minus 2 Y t, where S is the allowable stress for the grade at the design temperature taken from ASME B31.3 Table A-1, E is the quality factor, 1.0 for seamless and 0.85 for most longitudinally welded pipe, W is the weld joint strength reduction factor, t is the wall thickness after deducting the mill tolerance and any corrosion allowance, D is the outside diameter and Y is the temperature coefficient, 0.4 for austenitic steel below 480 C.
Three consequences matter when you place the order.
- Deduct the mill tolerance before you calculate. ASTM A312 permits minus 12.5 percent on wall for seamless pipe, so a nominal 3.91 mm wall must be treated as 3.42 mm in the design case.
- Welded pipe is penalised by the 0.85 quality factor, so at the same schedule it carries roughly 15 percent less pressure than seamless unless the weld is radiographed and a higher factor is justified.
- Raising the design temperature reduces S sharply. Between 20 C and 400 C the allowable stress for 316L falls by roughly a third, which often moves the requirement up one schedule.
Send us the design pressure, design temperature, medium and code, and we will confirm the schedule rather than leaving the interpretation to the purchase order.