Hi all,
I recently described my A-frame mast lift/lowering system in
Yahoo! Groups.
In that post I said that I:
Pulled on mast halyard till bowline ran up to roots of spreaders inside
inner shrouds.
Fitted a turning block to the aft-most u-bolt on stbd sidedeck.
Ran the 20m mast halyard through this turning block back to stbd cockpit
winch.
It occurred to me that I am putting a lot of load - the weight of the
mast - on that U bolt?
Then again it takes the tension of the aft shroud which must be about
1/3 of the ballast? Say 1/3 tonne?
So the 80kg of mast shouldn't be a problem?
Any thoughts?
Thanks John V1447 Breakaway
I recently described my A-frame mast lift/lowering system in
Yahoo! Groups.
In that post I said that I:
Pulled on mast halyard till bowline ran up to roots of spreaders inside
inner shrouds.
Fitted a turning block to the aft-most u-bolt on stbd sidedeck.
Ran the 20m mast halyard through this turning block back to stbd cockpit
winch.
It occurred to me that I am putting a lot of load - the weight of the
mast - on that U bolt?
Then again it takes the tension of the aft shroud which must be about
1/3 of the ballast? Say 1/3 tonne?
So the 80kg of mast shouldn't be a problem?
Any thoughts?
Thanks John V1447 Breakaway