Hope you don't mind my disagreeing on this item as a practical matter. I have dealt with the "tension better than compression" arguments for years in roll cages and it is mostly 100% inconsequential the way people tend to shop-build things. If you are going for the ultra-thinnest parts, then yes, but just thicken up the wall thickness (like .095 or .120) and never worry about it. The unsrpung weigth contribution is tiny.hum, I'd want the panhard to be under tension more than compression. In tension the strength is a direct factor of the cross section only. In compression you get buckling loads and now it's a lot more complicated. Steel is also better in tension than it is in compression.
No disagreement on my part, but given that there is a bias in the direction of the loadings it makes sense to optimize for the more prevalent loading.Hope you don't mind my disagreeing on this item as a practical matter. I have dealt with the "tension better than compression" arguments for years in roll cages and it is mostly 100% inconsequential the way people tend to shop-build things. If you are going for the ultra-thinnest parts, then yes, but just thicken up the wall thickness (like .095 or .120) and never worry about it. The unsrpung weigth contribution is tiny.
I have built upper bars with an small OD, thick wall tube, and tapped it for large heim joints. Strong as a bull!