JSM
Active member
I am an engineer, and the one that brought up the issue.
I don't have the calculations in front of me, in fact I think we tossed them, but I will gladly put that data up, after you do the material analysis. We can then plug in the #'s, and see in THEORY when it will break.
Theory doesn't though, predict what happens when shock is applied, for examply a pot hole. That is why engineers use a safety factor.
Don't quote me, but if I remeber the shear force to break the adaptor (using mild steel #'s), was like 6k lbs.
So, take a 4k lb truck, turn a corner, hit a pothole, lets just say I do not want to be a passenger.
I have only brought up ANY of this info because I fear for someones safety, and or the trucks. As an engineer, and having my buddy who has a Masters in Engineering working with me on the calculations, we both agreed, something needed to be said, BEFORE any problems existed.
IMO it is not IF it is WHEN.
I don't have the calculations in front of me, in fact I think we tossed them, but I will gladly put that data up, after you do the material analysis. We can then plug in the #'s, and see in THEORY when it will break.
Theory doesn't though, predict what happens when shock is applied, for examply a pot hole. That is why engineers use a safety factor.
Don't quote me, but if I remeber the shear force to break the adaptor (using mild steel #'s), was like 6k lbs.
So, take a 4k lb truck, turn a corner, hit a pothole, lets just say I do not want to be a passenger.
I have only brought up ANY of this info because I fear for someones safety, and or the trucks. As an engineer, and having my buddy who has a Masters in Engineering working with me on the calculations, we both agreed, something needed to be said, BEFORE any problems existed.
IMO it is not IF it is WHEN.