yet another stupid bulkhead question
I've read and read, and used the "search button", and so far haven't found an answer to my stupid question. If the 2 sections that meet at the Rolock Junction are held in place with bolts torqued to only 250 in/lb, why weren't they just welded together and then rustcoated? I've checked... so far so good, no issues here. But is sure seems like it'd be nice and easy to stitchweld that seam and then cover it over with some POR. The collective here knows so much more about these things than I do that it just isn't funny so I await and abide... for if and when I see loose bolts.