I've been looking at lots of project cars and thinking (I know thatalone is scary...). When doing sheetmetal work, when do you weld solid accepting warpage and lots of snagging hammering shrinking/stretching, and when and what do you do instead? a complete new floor with tunnel and other non-flat parts, what gets stiched, versus spot/plug welds? Strucktural welds like a roll cage or frame rails, no problem. As Dan Stokes would say a job worth doing is worth overdoing, or is it?
So preferences? Examples? Recommendations? Let's get a discussion going (regoing if one already exists).
So preferences? Examples? Recommendations? Let's get a discussion going (regoing if one already exists).
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