Someofthegear
Junior Member
- Joined
- Jun 6, 2017
- Posts
- 11
- Reaction score
- 1
- Location
- UK
Hi. Please forgive what might be a dumb question and any lack of forum etiquette from my ignorance/inexperience.
I would like to weld a number of steel rings (fixed on 5mm plate) to a narrowboat hull (6mm thick). It will be above the waterline (freshwater and brackish) but liable to regular splashing.
The plates are 45mm high and 25mm wide. I did a basic stick welding course years ago and remember being told that welding both sides of a fillet joint (is this a wide fillet joint?) can cause one side to crack as the other contracts and cools.
Should I weld all the way around the plates to stop water getting behind, or just down one side? I noticed we have some very experienced welders on this forum and any advice is much appreciated.
I would like to weld a number of steel rings (fixed on 5mm plate) to a narrowboat hull (6mm thick). It will be above the waterline (freshwater and brackish) but liable to regular splashing.
The plates are 45mm high and 25mm wide. I did a basic stick welding course years ago and remember being told that welding both sides of a fillet joint (is this a wide fillet joint?) can cause one side to crack as the other contracts and cools.
Should I weld all the way around the plates to stop water getting behind, or just down one side? I noticed we have some very experienced welders on this forum and any advice is much appreciated.