This document discusses improvements made to the bilinear degenerated shell element implemented in the finite element analysis software FEASTSMT. Shear locking, where a spurious shear stress is introduced due to the inability of linear elements to accurately model bending, is a known issue. The study formulates the shell element and then improves it by adding bubble functions to the membrane strain energy and using selective integration for the shear energy. Results using the improved element are compared to literature and show reduced sensitivity to shear locking.