UncleSam:
I want to make sure I've got this right: you're operating a 10", Schedule 40, carbon steel pipe with 1,200 psig of air inside it.
Before I get into the 3" connection you want to make on it, let me cite what my pipe tables tell me:
With A53B or A106B and operating between -20 to 650 oF, I should expect a design stress of 15,000 psi; if I allow 100% joint efficiency for seamless pipe and 0.0 corrosion allowance, I come up with an allowable maximum pressure of 911 psig. This is a pipe with a nominal wall thickness of 0.365" (also considered as "standard"). But if I consider Extra-Strong, (Sched. 60 with 0.500" wall), I still only come up with 1,263 psig max. allowable.
Convince me that I'm wrong or mixed up, because otherwise I wouldn't put any trust on this application. Is your pipe really Schedule 80? Tell me that it's really Sched. 80.
Art Montemayor
Spring, TX