I have Aluminum plate sections to be welded for a power station
busbar. The plate is 200 mm wide, 150 mm thick in the vertical 3F
position. There are over 100 joints to be welded. GMAW and GTAW may
be out of the question due to the sheer volume of weld metal required
for each joint. Please offer time saving suggestions.
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[MW:34919] Welder qualification certificate
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