, lets say LlR, Bv, D NV,The criteria that I use for the scantlings of the small boats, apparently, are totally different from yours. I do not study the ship like a beam subjected to the bending moments in sagging or hogging and, therefore, I do not add any load due to these solicitations. The calculations are made taking into account only the local loads and, therefore, the fact that it exits a sole or that does not exist, as I said before, does not influence at all in the dimensions or thicknesses of each structural element. Now, if the boat has problems of longitudinal strength, I add longitudinal elements (not necessarily a sole, which would greatly increase the weight). This does not mean that the frame gap can be increased but, as the panel width probably decreases, it may allow me, in very few cases, to decrease the thickness of the panel.
Of course, I find it hard to believe that placing a sole reduces the overall weight of the boat. Perhaps I will investigate this matter.
In small boats it is very important, as in any other, to get the minimum weight hull but I do not think that there are many builders of small boats of FRP that are able to do that, not even to know how it is done. Nobody studies the tensions in the layers to know how to deduce the weight of each layer. Few know or a few are concerned, for example, how to reduce resin%.
I have seen shipbuilders in GRPs much more concerned with getting the lower-cost structure in man-hours than the lower-weight structure. And in each of these cases, the composition of the laminate may be totally different.
And, by the way, if you want to do things correctly, you should advise the OP to put the same layers on both sides of the core. Not just the same number of layers but the same composition. That's not how many people do it either.
My design isn't anything new, though it is about 1/2 the weight of a conventionally framed boat of similar proportions.
Frankly, I do not know if that says very good things about your "designs" or very bad things about others. In any case, a 50% reduction in weight seems excessive. My experience is that the weight of a structure calculated by applying a regulation, lets say LlR, BV, DNV, can be at most 10% (and that is already a lot) heavier than calculated by direct calculation