The bow was designed at fifty pounds. It came in at around 40#. It could have been less dense than the data used to design............ So a lot of the draw weight difference could have been on me...............i never really got to test the design
coming in at 40 could have been from presuming a general strength value for the species instead of doing a bend test on a sample from the same stave? (thats rather simple to do actually, and I wouldnt put that on the bowyer's skill if the preliminary test was not done)
I am more curious about how much additional tillering you had to do after the bow was constructed to thickness.
did you have to make much adjustment to get it bending like the three plots alan supplied?
predicting the desired finished bend profile with a reflex/deflex design should be something a program should be capable of doing