- #1
rkmore
- 2
- 0
So I am trying to figure out how I can calculate the deflection and ultimate bending moment capacity of a hollow tube beam when the hollow portion is not concentric. A regular concentric tube is easy enough but this has me out of my depth.
I assume that it will no longer be symetric in its reaction and capacity but I am not really sure.
Any tips, links, or general thoughts to get me started in the right direction would be greatly appreciated.
Thanks...
RKM
I assume that it will no longer be symetric in its reaction and capacity but I am not really sure.
Any tips, links, or general thoughts to get me started in the right direction would be greatly appreciated.
Thanks...
RKM