ricellis
Mechanical
- Jun 11, 2003
- 13
In API 650 and 653 the minimum weld toe to toe requirement is 250mm. We would like to cut out a 16mm butt weld on a 30 yr old grade 250 steel precipitation tank, and place a new weld only 100mm from where the old weld was. What factors are involved in this 250mm weld distance? We can test a sample of the weld and plate around the HAZ; do we need to look for metallography changes and residual stress only, or are there other factors that influence weld toe to toe distances?
Thanks
Thanks