Assuming to have an input file describing a generic assemblage of beams in, e.g., the following form: Element number I Node i I Node j I Elem. Area I Elem Inertia I EI LIO E1 L1 01 E2 L2 1 1 A1 11 2 1 3 A2 12 02 3 3 4 АЗ 13 E3 L3 03 N k AN IN EN LN ON and Node num I Nodal Displ u I Nodal Displ v I Nodal rot ¢ | BC Fx |BC Fy | BC M | 1 1 1 F1y 2 1 1 F2x 1 M2 3 1 1 1 M3 1 1 1 FNx FNy MN * 1 -> unknown write a code in your preferred computer language or environment (e.g. Matlab, Fortran, C, Python) to: a) Compute the Global Stiffness Matrix of the problem b) Compute the Reduced Stiffness Matrix of the problem c) Solve for the unknown displacements d) Solve for unknown reactions

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