read what the original poster actually put.Your 1st link refers to form bends and elbows. It doesn't define them, but the figure it calculates for 2 off 90° elbows, 0.4mb, is close to my figure for a mitre (or sharp corner if you prefer). I've never seen one either, in copper anyway.
Another online one
shows a picture of a sharp elbow. That also calculates ~ 0.4mb for 2. Both sites gives calcs for steel pipe, where a welded mitre bend is a possibility.
How do you know that?
The only way we'll know who is right is to do some measurements, and I can't see that happening. And do calm down!
We would need more data, is it a 22 x 22 tee followed by reducers, or a reducing tee, and which branches go where.
But I think we've beaten this to death, and I still say the OP doesn't have a problem.
Pure and simple your calcs were wrong
