WaterHawk, why do you come on here acting like you know anything about engineering or strength and materials. As an engineer, anything you "designed" or even thought about would be completely suspect. At first I thought, well maybe since I'm an engineer not everyone knows the same stuff I know. But it seems like everyone else gets it but you.
It seems no one mentioned that the most likely failure force would a moment force on the bars. Little shear, no tensile, no torsion.
It seems no one mentioned that the most likely failure force would a moment force on the bars. Little shear, no tensile, no torsion.