Sorry, late to the thread.....
Originally posted by Knestis@Sep 22 2005, 11:13 AM
A cage builder on the East coast has made it common practice to leave the traditional parallel rear supports (from the main hoop) out of his designs, instead using ONLY an X. I've long argued that this approach does NOT meet either the letter or engineering aguments behind the requirement. Over some portion of that span downward to the rear end of the car, there is functionally only one tube there. The minimum cross-sectional area of the rear portion of the cage structure is just slightly over pi times one-half of the tubing diameter squared - or approximately "not very damned much."
To my mind, the same applies here.
I've wondered about this for a while too. I'm interested in thoughts about the rear X....
But I feel it's a bit different for the rearward X's vs the door X's. Why? Because the door X's possibly take a direct impact. Having only one door bar (or the equivalent cross section area) means that one bar of strength is taking the force of the impact.
For the rearward X, it keeps the main hoop standing and keeps the rear of the car mostly behind you in an impact.
In the case of the main hoop, any attempt for the main hoop to topple backwards puts compression loads through the bars of the X. Assumine the force is parallel to the bars, they should be plenty strong (and the triangles should be strong if the hoop trys to topple backward AND right/left).
In the case of rear impact, the forces are also compression loads through the X brace, just compressing towards the main hoop instead of away from it. Again, the rear X seems like it would be plenty strong in this sense too.
About the only issue I can see with the rear X is if a car jumps over your bumper and runs smack into the center of the X. It hits a weak point, and I'd guess that the thing is not very strong perpendicular to the X. I think it would buckle there. Especially considering how long those X's are for the rear (I have a cage built by the particular builder you speak of.)
And that impact seems like exactly what would happen in a side impact to the door X. The only thing keeping the X from collapsing with a perpendicular impact is the tension of the bars pulling at the main and front hoops. The weakest point in tension is the center of the X, which could pull apart from X to > < if the center shears. (I think true in a X-brace case too, including Pablo's one with the gussets - unless the top and bottom of the center X were also gusseted.) I think 2 complete side bars would double the amount of force required to shear, as well as spread the force over a larger area.
I guess this is off the topic of whether an X fits the rules or not, and more asking the question of what really is a good idea for side impact?
joe