MATLAB code please! thanks

HW10 4 A uniform beam is simply supported at both ends, and subjected to a load. The deflection of the beam is given by the differential equation 0.4 0.60.8 1.0 y (cm0 7.78 10.68 8.38 3.970 MC dx2 where y is the deflection, x is the coordinate measured along the length of the beam, M(x) is the bending moment, and EI = 1.2 107Nm2 is the flexural rigidity of the beam. The data shown in the table is obtained from measuring the deflection of the beam vs position. Find the bending moment M(x) at each location x from this given data. Print the results in a table. EI HW10 4 A uniform beam is simply supported at both ends, and subjected to a load. The deflection of the beam is given by the differential equation 0.4 0.60.8 1.0 y (cm0 7.78 10.68 8.38 3.970 MC dx2 where y is the deflection, x is the coordinate measured along the length of the beam, M(x) is the bending moment, and EI = 1.2 107Nm2 is the flexural rigidity of the beam. The data shown in the table is obtained from measuring the deflection of the beam vs position. Find the bending moment M(x) at each location x from this given data. Print the results in a table. EI