michallew
Mechanical
- Nov 7, 2004
- 2
How to consider the thickness range of tee-joints in the light of Section IX. If I, for example, approve butt joint comprised of plates at the thickness of 6 mm, may I weld a plate of the same thickness to the other plate of 60 mm thick (6 mm plate is chamfered). If the thickness of the thicker elements should be taken into consideration?