The method of using a "branch" in the model addresses some but not all the possible stresses that "hollow" welded circular attachment will create on the pipe wall.

In & Out Plane bending will be reviewed but punching or axial loads will not be addressed, neither will torsional shear (depending on piping code)

So as you see its an approximation just as in all things....
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Best Regards,

John C. Luf