Use the generalized stiffness matrix of axially loaded elements in a MATLAB code to design a very…

Use the generalized stiffness matrix of axially loaded elements in a MATLAB code to design a very large horizontal axis windmill tower of 100 [m] or 4000 [in] height with a main top axial vertical load of 1000 [kN] or 220 [klb]. Assuming a heavy tower, divide the tower into 10 sections with the weight of each section acting on the top of the lower section underneath it. The tower is made of steel and is assumed to stand an allowable stress of 100 [MPa] or 14.5 [kpsi], and its modulus of elasticity is E =207 [GPa] or 29 [Mpsi]. Solve the top section first for the synthesized diameter of a solid or a hollow section.

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