Well after working all last night and tonight since 5:30, I have a design that I am going to use. It is a little heavier than I originally hoped (135 lbs) and I'm blocking my rear view a little, but it should be very stiff and most importantly very safe. What I'm showing here is a worst case. I am applying a 27 kN force at the drivers upper front corner (just the main downtube) with no support from the A-piller or roof. My roll cage will be tied into the A and B pillars and the roof. This isn't a realistic case, but it shows how the roll cage acts as a unit to distribute the load.
I applied this type of load to a bunch of different points on about 10 different designs and every time I think about removing a bar, I see where it helps. It would suck to get hurt because I didn't want to carry 2 pounds here or there.
I applied this type of load to a bunch of different points on about 10 different designs and every time I think about removing a bar, I see where it helps. It would suck to get hurt because I didn't want to carry 2 pounds here or there.