First of all, I should like to emphasize that WES 135 is just a material specification for quality control. So, as Burdekin (Keynote) pointed out, it does not contain any statements about the influences of real welding procedure. It goes without saying that, for application purposes, we should take account of many important factors affecting the behaviour of materials in a real structure. For example, in order to avoid weld cracking in real structures, we must have the critical cooling time determine rom weldment cracking parameter, P
w
, which is expressed as follows: jPcm + 60 + 40000’ where
H
is the concentration of diffusible hydrogen content under the welding condition used (cm
3
/ 100 g) and
K
is the intensity of restraint of real welded joint in structure (kg-mm/mm) We compare the
P
w
value thus obtained with the cooling time in the actual steel structure obtained from the welding procedure depending on heat input, preheating condition and p ate thickness etc. If the critical cooling time to avoid weld cracking obtained from
P
w
is less than the cooling time obtained for real structures we do not expect weld cracking (K. Satoh, S. Natsu,
et al
11W Doc. IX-834-73).