The discussion focuses on the effects of internal air pressure on pipe wall stress, noting that the air pressure inside the pipe does not crush it because it acts uniformly from both sides. It is established that the through-thickness stress in the pipe is equivalent to the internal air pressure, but this pressure is relatively insignificant at 101.325 kPa, often leading to it being ignored in practical applications. The wall thickness of the pipe is noted to be greatest in a vacuum and decreases with increased hydrostatic pressures. A referenced link suggests that stress through the thickness varies with the radius, but calculations indicate that zero pressure results in zero stress. Overall, the conversation highlights the relationship between pressure and pipe wall stress while addressing some nuances in stress calculations.