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.