sleepyhead said:klodkrawler05 wrote: Step 16: This according to the internet is the most critical step, if someone can't stand on the splitter your work was for naught. I'm not sure I buy that a plywood plank can generate so much force that it will have over 100lbs in a downforce point load as this simulates but regardless, I tried it, for science. SWMBO graciously posed as ballast while I photographed. Test Success!Rough napkin calculation (assuming my link before as a ballpark for Cl of 0.3): 1/2 * rho * S * Cl * V^2 = L
Guesses: Top speed of 140mph (205ft/sec), Splitter dimensions of 5.5ft width, 2ft depth, say 60%taper thus, 'splitter area' of 8.8sqft.
L = 0.5 * .002377 * 8.8 * 0.3 * (205^2) = 132lbf
so, 70lbs in the center isn't... out of the realm, which means you've got an factor of safety of nearly 2.
I might be wrong, have to think through the FBD/force vectors (not my strong suit), but the extra "depth" of the vertical "L" bracket below the part you trimmed back for the crash beam is 'dead weight'. The minimum height of the trimmed section will be your 'moment'/bending limitation. Although, cutting holes in the webbing towards the bottom might be easier/safer way of trimming that weight, if you are so inclined.
I thought I would pop in over here, and chime in that olaaf's second comment over here means my 0.3 Cl estimate is "in the ballpark"
w00t
alright, continue about your build