The discussion revolves around converting a 2D finite element code for a simply supported beam into a 1D format using MATLAB. The original poster seeks assistance, mentioning they have limited time and are new to MATLAB. A suggestion is made to simplify the 2D code by treating the second dimension as a constant, effectively reducing it to 1D. There is also a mention of needing to adjust the stiffness matrix and boundary conditions accordingly. The urgency of the request highlights the need for quick guidance or a code solution.