I said to myself i wasnt going to touch this topic again but i guess i was wrong…
meecrafty , your engineering diagram above was interesting , but could be re drawn with a whole range of different variables …
therein lies the problem Bert, way too many variables to deal with…its like a fruit tree where there are no low hangers…everything is high out of reach for most of us…getting to the top is not only difficult but very expensive. As a manufacturer, you have the luxury of lots of feedback…trial and error…how much longer would it have taken you without a steady stream of feedback? You and I both know that feedback is the key to good development. You could spend a million bucks making the most advanced surfboard in the market but until it hits the water its worthless…
i tried to start a converstaion about the neutral axis …
the bottom line is , no one had a clue what i was talking about , so couldnt even converse on the subject in regards to surfboard performance …
I beg to differ. Ever take an engineering course on Mechanics of Materials? The neutral axis is day 1…for me that was 1991…solved enough beam problems to give me joo-joo eyeballs for a week. Honolulu knows what im talking about.
regarding surflight v sunova on the issues of shear forces and how they are dealt with ???
neutral axis over the largest possible area of your board is the key …
not saying one is better than the other…my point there was of technical elightenment to others who may have not yet appreciated its basic concept or potential benefits. Even you would admit that concept is a winner…i’ve read many patents in my career and that one is a homerun…Holly agrees too…Oneula would confirm to the expertise of the individuals involved in its development…believe me those guys arent amateurs (perhaps you know some of them)…i was speaking strickly from a shear force analysis only…not about who’s construction works better in the water…which by the way is also subjective and debatable.
youve stated more than once that getting composites to ride better then poopee took you five years. Were they too stiff all those learning years? Are we amateurs just making custom balsa surftechs? In your development, was having a keen understanding of that shear force diagram key to its proper evolvement and potential solution?
Your product and discussions are usually very captivating and like many others here, I decided to take the plunge. I have no regrets (except maybe financial regrets) my boards rip but so does std eps/epoxy…
Sometimes i wonder…Silly’s lastest is perfect example…he did so many things right but still he feels its a bit too stiff. I offered some simple advice there but i dont think he took it. Maybe next time Silly.
give away hard earned information???
I know i wouldnt so i dont blame you. It does have commercial value and youve invested a lot so i agree with you. I told you privately that it would be foolish for you to sit on your technology in a small corner of the world…i may sound a bit jaded recently but the reality is im cheering you on wrt your commercial interests…for me its about more choices…no nev/surfburgers here yet…
finally as far as crumbs…im sure others will appreciate them and theyre welcome to deal with them…no more doors and hallways for me…there’s ALWAYS more than one way to skin a cat…
Regards
PS - sorry i was so tough on you Dan…but tough love is good sometimes…debates like these are common in a for profit engineering environment…looking on the bright side, there’s a lot of good information here now