3.1 General
3.1.1
Joints in the plate components of stiffened panel structures are generally to
be joined by butt welds, see Figure 7.
Figure 7 : Typical butt welds
3.2 Thickness difference
3.2.1
Taper In the case of welding of plates with difference in as-built thickness greater than
4 mm, the thicker plate is normally to be tapered. The taper has to have a length of not
less than 3 times the difference in as-built thickness. If the width of groove is not
less than 3 times the difference the transition taper is to be avoided.