Cap'n Creosote
Well-Known Member
What are the forumites thoughts, pro's and con's of stepping a mast in tabernacle?
I have a 28ft Atlanta/Macwester with an aluminium mast approximately 32ft high and approximately 5½" x 4" section.
I will probably need to lower the mast for maintenance and replacing the rigging this winter.
Although it is deck stepped, it stands in a collar about 3 inches deep. So I will have to get the boatyard to lift it and lower it for me.
My last boat had a 24ft wooden mast in a tabernacle. I could raise and lower that one single handed.
I am wondering if it would be worthwhile to convert this one to a tabernacle mounting while it's down, so that future repairs and maintenance would be a bit easier. (Assuming the use of an A frame of course)
but what sort of problems might I encounter?
1. Stainless steel fabrication? (sounds costly?)
2. Or galvanised steel (cheaper but would there be a problem with electrolytic corrosion?)
3. Could a pivot hole just be drilled through the mast or would it need internal reinforcement?
4. any other problems I haven't thought of yet?
Is it just too large and too heavy and I should just forget the whole idea?
I have a 28ft Atlanta/Macwester with an aluminium mast approximately 32ft high and approximately 5½" x 4" section.
I will probably need to lower the mast for maintenance and replacing the rigging this winter.
Although it is deck stepped, it stands in a collar about 3 inches deep. So I will have to get the boatyard to lift it and lower it for me.
My last boat had a 24ft wooden mast in a tabernacle. I could raise and lower that one single handed.
I am wondering if it would be worthwhile to convert this one to a tabernacle mounting while it's down, so that future repairs and maintenance would be a bit easier. (Assuming the use of an A frame of course)
but what sort of problems might I encounter?
1. Stainless steel fabrication? (sounds costly?)
2. Or galvanised steel (cheaper but would there be a problem with electrolytic corrosion?)
3. Could a pivot hole just be drilled through the mast or would it need internal reinforcement?
4. any other problems I haven't thought of yet?
Is it just too large and too heavy and I should just forget the whole idea?