Forward Plan

Protocol, to my chagrin, has taken center stage.  I'm waiting on a "Finite Element Analysis" which will generate a "Revit" BIM model to be plugged into standard structural engineering models, I believe.  AI has calculated that this system, being at my desire to have 400 psf strength must go through all types of paper analysis before seeing the light of day.  My contention is that the standard 12" x 16" panel is easily tested for real independent of needing to extropolate formula results upon it.   Simple testing