pcronin
Structural
- Nov 15, 2002
- 53
I have a condition on a project where a galvanized channel was fabricated too short. They need to put a little stub on the end to close a gap and the piece is non-structal. The outside of the channel is exposed to weather, but the inside is grouted into a wall.
The steel contractor is proposing splice plates in the inside of the channel flanges to tie the peices together. I understand the glavanizing should removed and patched when complete, but do I need to worry about the heat of the weld damaging the galvanizing on the backside of the area being welded? The minimum thickness of the material is 3/8". It will be an exposed condition and the owner is fairly picky.
The steel contractor is proposing splice plates in the inside of the channel flanges to tie the peices together. I understand the glavanizing should removed and patched when complete, but do I need to worry about the heat of the weld damaging the galvanizing on the backside of the area being welded? The minimum thickness of the material is 3/8". It will be an exposed condition and the owner is fairly picky.