I am performing a PD8010 Part 2 code check on a subsea pipeline. Caesar appaears to be overestimating the hoop stress by not taking account of the external pressure. I have entered the water depth in the wave loading section, is there anywhere else this needs to be taken account of as I'm sure I'm missing something obvious? Thanks

CAESAR II does consider the water depth in determining the value of Pe. If you don't think this is working right, send the job in to techsupport@coade.com so we can look at it.