As I said in my initial post, I work in the sailboat industry doing rigging and other obscure boat jobs.
I currently have a customer with the following problem:
1. Mast is aluminium.
2. Mast step (where the bottom of the mast rests) is steel.
3. Mast step is in the bilge and is in contact with salt water most of the time.
Steel-Aluminium in the presence of salt water sets up a battery like situation and the bottom of the mast (less noble) is beginning to corrode.
Here's what I'm considering:
Built a 'platform' from end grain white oak upon which to place the existing mast step. This will raise it out of the water. This platform will be 2.25" high.
Remove the same amount from the base of the mast so that all the rigging wires will fit. (Don't want to have to replace them, that's a $2,000 job).
The mast weighs about 200lbs but the total compression load due to other forces will measure in the nine thousand pound range. The finished platform will be 7"x19" and there won't be any point loading. (It's essentially flat).
I'm wondering what the collective wisdom of the group is relative to this solution.
Looking for some 'different perspective' suggestions.
Cheers,
MikeR
I currently have a customer with the following problem:
1. Mast is aluminium.
2. Mast step (where the bottom of the mast rests) is steel.
3. Mast step is in the bilge and is in contact with salt water most of the time.
Steel-Aluminium in the presence of salt water sets up a battery like situation and the bottom of the mast (less noble) is beginning to corrode.
Here's what I'm considering:
Built a 'platform' from end grain white oak upon which to place the existing mast step. This will raise it out of the water. This platform will be 2.25" high.
Remove the same amount from the base of the mast so that all the rigging wires will fit. (Don't want to have to replace them, that's a $2,000 job).
The mast weighs about 200lbs but the total compression load due to other forces will measure in the nine thousand pound range. The finished platform will be 7"x19" and there won't be any point loading. (It's essentially flat).
I'm wondering what the collective wisdom of the group is relative to this solution.
Looking for some 'different perspective' suggestions.
Cheers,
MikeR
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