Re: JGU - 'Nina' 1975 Primrose Dolomite (Pre 1850)
Posted: Mon Mar 09, 2020 11:42 pm
Carledo, I think we are in danger of thread drift here, but I think your statement (repeated below) needs to be challenged, as standards and the MOT Manual do indeed change:
"Repairs to structural components must be properly carried out and appear to be as strong as the original structure. This requires the use of suitable materials and any plating or welding extends to a sound part of a load-bearing member.
You can only pass spot welded repairs if the original panel was spot welded and the original panel or section has been removed. Stitch or plug welding can be used instead of spot welding.
In all other circumstances, patch repairs must be continuously seam welded.
From here https://www.gov.uk/guidance/mot-inspect ... -corrosion
I would class a partial repair panel (i.e. a panel which does not fully replace the original) as a patch repair, and any structural component would therefore need to be fully seam welded along any non original panel joint.
Comments?
The MOT Inspection manual in Appendix A, Section 10, Acceptable methods of repair states:But just to clarify, continuous weld is NOT mandatory, quoting from the MOT testers manual, "a minimum of one inch in every four is permissible" but "continuous weld IS acceptable" So it's not a great sin to miss a half inch here or there!
"Repairs to structural components must be properly carried out and appear to be as strong as the original structure. This requires the use of suitable materials and any plating or welding extends to a sound part of a load-bearing member.
You can only pass spot welded repairs if the original panel was spot welded and the original panel or section has been removed. Stitch or plug welding can be used instead of spot welding.
In all other circumstances, patch repairs must be continuously seam welded.
From here https://www.gov.uk/guidance/mot-inspect ... -corrosion
I would class a partial repair panel (i.e. a panel which does not fully replace the original) as a patch repair, and any structural component would therefore need to be fully seam welded along any non original panel joint.
Comments?