Dangermouse said:Having read all this right through, in my humble opinion, as an engineer, it wont make hardly any difference with a few mill thicker bar. Especially with thinner hex ends. It will just put more twist into the ends, which will fail, quite soon. To make any difference on such a heavy loaded torsional force, you would have to at least double the thickness. So my answer is no its not worth over £100 for a flawed design. which will be prone to failing.
rockdemon said:For our purposes, both A & C are zero.
colnerov said:I agree, A and C should be the length of the upper link arm, as that is what it's clamped to.
Colin
pat180269 said:rockdemon said:For our purposes, both A & C are zero.
Just an observation but if A and C where zero, K would be infinite which clearly can't be right.
Infinity is undefined.Dave3066 said:I think you mean that K would be undefined, not infinite.
pat180269 said:Infinity is undefined.Dave3066 said:I think you mean that K would be undefined, not infinite.
Dangermouse said:Nice lot of bull being bandied around about maths and nothing much about how it works in real life!!
quattro said:Mine is a 1" bar with machined 11/16" ends and it makes a remarkable difference.It cost me £200.00 a few years ago, and is worth every penny of it.Richard
pat180269 said:If you divide any number by an infinitesimally small number
Dangermouse said:Nothing is not infinitesimally small though....it's nothing.
quattro said:Mine is a 1" bar with machined 11/16" ends and it makes a remarkable difference.It cost me £200.00 a few years ago, and is worth every penny of it.Richard
Dangermouse said:That is my last post on this, I've said my bit and that's that .
colnerov said:Hi, Stan, I am not a qualified Engineer so I tend to go by instinct. I must admit to having
doubts about the effectiveness of this. The centre section of the new bar having a larger
section is stiffer, the ends of the bar are the same size as before. So my questions are. Is
all the work being done by the two short ends because the have less resistance? Does the
resistance increase the more they are twisted up until just before the point they shear?
I realise that a number of people have put time, money and effort into this and I am not
knocking this, I am just curious!
Colin
edit. You lot are quicker at compiling a post than me