Recent content by dede111

At school I heared a stiffness matrix should be inserted and the boundary conditions and dispvalues should be different?

I don't have any experience using matlab, I just got enrolled in this class, cause I followed other classes at the same time, which are finished now

Here's the main file, dispvalues and boundary conditions of the 2D programs which need to be converted to 1D The beam has been posted above. Hoping for a quick reaction, I only have a few days left.

I have a code for a simply supported beam in 2D which needs to be converted to 1D More info in the attachments

I need to convert a 2D code to 1D for a simply supported beam using matlab. Does anyone have any experience regarding to this?