Thanks rb1957, dhengr.
Dhengr you are true, I agree with all you said. You are right also to remind the ration L/10 and small displacement theory etc..
To be more precise then: I'm trying to determine the load when the beam won't carry anay more load (it could be without any visible...
Thanks for your answer rb1957.
Yes it is point load.
Concerning the material, I have material certificate so it should be correct.
For me, the critiria with the use of plastic section modulus corresponds to a section that plastifies entirely.
But my interpretation is that it does not...
Hi,
I would like to calculate the ultimate load on a cylindrical beam (length 70mm, diameter 12mm) fixed at an extremity, and a ponctual load applied at the other extremity.
My research allowed me to calculate the effort at yield limit (elastic modulus), and the effort when all the section has...