UncleSam
Mechanical
- Mar 26, 2004
- 6
What would be the proper formulas to use for sizing a weld that would hold a branch connection. The main line is 10" schedule 40 with approximately 120psi air in it. We want to branch off with a 3" line. I know everyone is going to say use a weldolet, and that is more than likely the way we are going to go. It will be a 90 degree branch. I think ASME B31.1 is the code to use (I am not to familiar with the codes and do not have any of them).
But, I am a rookie engineer and I am interested in seeing some formulas and sizing a weld or welds.
Thank you for your help.
UncleSam
But, I am a rookie engineer and I am interested in seeing some formulas and sizing a weld or welds.
Thank you for your help.
UncleSam