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Factors influencing weld toe to toe distance requirements

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ricellis

Mechanical
Jun 11, 2003
13
We would like to cut out a 16mm butt weld on an existing precipitation tank, and place a new weld only approximately 100mm from where the old weld was. This is far less than that specified in API 650. We can test a sample of the weld and plate around the HAZ; do we need to look for metallography changes only, or are there other factors that influence weld toe to toe distances?
 
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What is the material of construction of the tank?
What standard was the tank fabricated?
 
Sorry, the tank was designed to API 650 and ASME section 8, it is grade 250 steel and the tank is 30 years old.
 
I would suggest you post this question in the forum below. Off the top of my head regarding adjacent weld toes , other than harmful residual stresses and potential sensitization issues with certain grades of austenitic stainless steels, if neither of these apply to your situation, I don't see why you could not perform this repair.

forum809
 
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