Hi all,
thank you all for your replies. I have worked on this solution. I guess I'm somehow satisfied by this one.
What do you think about it?
Regardshttps://files.engineering.com/getfile.aspx?folder=550b328b-faf8-4fa2-a408-d4a1e4afe181&file=prob.pdf
Hi,
thanks for your quick reply Compositepro. I think that does not have to be like that. If you have something like F = K*delta, delta being 0 does not mean K = 0.
On the other hand, I have found this in the internet...
Hi all,
I have a vertical cable of length L that has a pretension T, that is applied a horizontal force at its midpoint. I also know the cross-sectional area A, and I can assume small angle approximations.
How can I compute the stiffness in the horizontal direction? I guess I need to have...
