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If a loaded beam is set across two supports, other things being equal, it will exhibit maximum deflection halfway between the supports. On the other hand, if the same beam is set across one support, but the other support is a clamp (so the beam is cantilevered), than maximum deflection occurs about 41.5% along the beam from the support, and about 58.5% along the beam from the clamp. Spreaders are meant to control athwartships mast bend, amongst other things, and act to control mast sideways bend against two mast supports -- the mast step, and the shroud attachment at the hounds. If the mast step is on deck, and is not clamped, then the spreaders could do with being halfway along the mast, that is, halfway between the mast step and the shroud attachment. On the other hand, if the mast is clamped at deck level, as happens with the Ikon or Italiko if a suitable deck fitting is used, then the spreaders could do with being around 60% above the deck clamp, or around 40% down from the shroud attachment. Don Martin has made a couple of comments on the above.
Don is quite right. I'm guessing, however, that just considering transverse loading, the top section of the spar (above the shroud attachment hounds) only provides a modest change to the general idea of where to put the spreaders when your mast is deck- or keel-stepped.
Again, Don is right. Thing is, I've not been able to model fore and aft mast bend adequately yet, and so can't say where the spreaders "should" go, except that I'd guess it is somewhere between 50% and 60% down the mast, somewhere between the "effective height" of the backstay attachment and the mast step. (See the "effective height" page for the backstay crane.)
Absolutely! 2005-12-18 |
©2024 Lester Gilbert |