Looking at the photo, it appears by the finish, to be on the cuddy floor... is it further reinforced underneath?
I guess the fact that the cuddy floor is a solid sheet (except in my case) of 1/8"? fiberglass afixed on all sides, there really isn't anywhere for the foot (step) to go as long as its firmly attached to the fiberglass and the subfloor step base holds up. And I assume futher that the mast step base under the floor is designed for the mast, sail and associated hardware "weight" which hasn't increased for all of our work, it's the lateral strength that is being tested by the new mast hinge dynamics. But is it really all that different?
The mast/boom relationship hasn't changed, the boom has always been there applying it's flex pressure on the mast. That's no different than the stock step up. I can see however that adding a coupling of any kind inside the cuddy could compromise the rigidity of the complete mast unit. That couplers gotta go and I need to at least replace that entire lower section with a solid one piece unit.
I really like your adjustable step, and I'll probably look at doing something similar if not copying it altogether, other than I can't imagine where to get that erector set looking piece. (maybe my old erector set...)
Barring that, I think the same thing could be accomplished (in a non adjustable version) by distributing the lateral pressure over a larger foot. If I were to take even an round (or square) steel 4 x 4 electric box cover and bolt the step to it, and then screw the plate down to again distribute the lateral pressure over a larger (and more screws) area it should work.
I think you're comment about the significant pressure on the partner (cuddy blowhole) coming from your A frame lifting from the horizontal is valid, but if I'm doing more of the standard "walk it up from the back" mast raising, I don't think I'm seeing why that would incur any more pressure than the low mounted tabernacle. I guess there's about 2 ft more of a lever above the cuddy that I'm pressing against... so maybe.
So that's forward pressure on the top of the lower mast section. I've got to go back in and look at the inside of the cuddy roof, but just thinking out loud, If Iwere to take a 1" piece of plywood, cut the blowhole out (tight) and then bolt that piece (as big and wide as it can be) through the cuddy roof, that would have to be enough strength to offset that extra pressure wouldn't it?
All this mental exercising is fun, but it makes my brain tired. I should have paid attention in my advanced mechanical analysis class... oh wait... I never took anything like that... Maybe that's the problem...
