please use MATLAB to solve

(a) Write an optimization algorithm in MATLAB to design for the minimum area of each member of the truss given below. Use sections with a circular cross-sectional area. Use an allowable stress all of 36ksi and a Young's Modulus E of 29,000ksi. Note that an axial force Fmay cause yielding. The stress due to an axial force is o=F/A where A is the area of the truss member. A compression loading may cause buckling. The stress due to bucking is o=F/A where F-CT/1-)EI in which lis the length of the truss member and I is the moment of inertia of the round section You should check your allowable stress against both. 1) yielding and 2) buckling to design for the area of each truss member, 20k 10 ft 10 ft SOK 10 ft 10 ft 10 ft 10 ft