g.pillo
Guest
Hello everyone!! !
are new both of the forum and in the use of salome-meca;
I'm trying to perform the analysis of a beam on more supports.
I would like to model them as one-sided, that is to give the beam the possibility, once loaded with a load distributed on part of it, to rise from them and to reach to the maximum a height of 10 mm to which however it must block and not go further (as if there is another structure that prevents the further movement).
Unfortunately for now I have managed to shape the classic supported beam (on more supports) and loaded with two concentrated forces.
Is there anyone who can help me?
Thank you very much,
g.
are new both of the forum and in the use of salome-meca;
I'm trying to perform the analysis of a beam on more supports.
I would like to model them as one-sided, that is to give the beam the possibility, once loaded with a load distributed on part of it, to rise from them and to reach to the maximum a height of 10 mm to which however it must block and not go further (as if there is another structure that prevents the further movement).
Unfortunately for now I have managed to shape the classic supported beam (on more supports) and loaded with two concentrated forces.
Is there anyone who can help me?
Thank you very much,
g.