Hello,
I would like to ask a question regarding the impact of imposing SIFs in a pipe branch connection.
I'm currently evaluating a system where there is a 45 degree connection of a 4" branch to a 10" header with reinforcing pad.
Instead of using the calculated SIFs from CAESAR II, we are supposed to use some equations and impose the values for both the in-plane and the out-plane SIFs.
What I would like to ask is, whether in such a case where one imposes SIFs, one must keep the selection "1-Reinforced" in CAESAR's SIFs&Tees input or leave it blank.
My guess is that this input will affect only the calculation of the flexibility characteristic. Is that so?
Thank you in advance,
Alexandros