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As an architect who for many years taught building construction, including steelwork, I have always been intrigued by the lapped connections between adjacent plates in a strake, and with the formation of rebates in the plates where the lap joint meets the strakes above and below. Also with the way in which the strakes become flush at the stem. Does that make sense? I would very much like to hear a detailed explanation of how all that was done, it would conclude years of speculation on my part!