grim_d
Unlikeable idiot.
- Messages
- 4,246
- Location
- Scotland - Ayrshire
Hi all,
Just having a bit of a discussion about my welding on my project with a friend and one section in particular got me to thinking.
On my offside sill I have replaced a large portion of the inner sill, at least the bottom 1/3 all the way along seam welding the repair sections to the floor panel as it was the original spot welded seam that had rusted out and required replacing. I chose not to reinstate the seam for 2 reasons,1. it would be a rust trap and 2. as per mot requirements all repair sections should be fully seam welded unless and entire new panel is being used.
Now we all know that fully seam welding a race car is bad as it makes it far too stiff and can cause ripping or weld fatigue cracking and that it should be stitch welded to allow a bit of flex.
I am curious as to whether or not something similar may occur here as it is quite a large structural point that is now fully seam welded, I have no doubt however as to the strength of the weld itself as I am confident in my welding.
My friend is of the opinion that all my welds, not just the ones in question, will fatigue and crack and that my car will collapse in a ball of flames as soon as I hit a pothole.
Thoughts?
Just having a bit of a discussion about my welding on my project with a friend and one section in particular got me to thinking.
On my offside sill I have replaced a large portion of the inner sill, at least the bottom 1/3 all the way along seam welding the repair sections to the floor panel as it was the original spot welded seam that had rusted out and required replacing. I chose not to reinstate the seam for 2 reasons,1. it would be a rust trap and 2. as per mot requirements all repair sections should be fully seam welded unless and entire new panel is being used.
Now we all know that fully seam welding a race car is bad as it makes it far too stiff and can cause ripping or weld fatigue cracking and that it should be stitch welded to allow a bit of flex.
I am curious as to whether or not something similar may occur here as it is quite a large structural point that is now fully seam welded, I have no doubt however as to the strength of the weld itself as I am confident in my welding.
My friend is of the opinion that all my welds, not just the ones in question, will fatigue and crack and that my car will collapse in a ball of flames as soon as I hit a pothole.
Thoughts?