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 Elem. Area I Elem Inertia IEILIO 1 1 A1 E1 L1 01 2 1 A2 12 E2 L2...

Extracted text: 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 Elem. Area I Elem Inertia IEILIO 1 1 A1 E1 L1 01 2 1 A2 12 E2 L2 02 3 3 4 АЗ 13 E3 L3 ӨЗ N k AN IN EN LN ON and Node num I Nodal Displ u I Nodal Displ v I Nodal rot O | BC Fx | BC Fy | BC M | 1 1 1 F1y 1 2 1 1 F2x 1 M2 3 1 1 M3 N 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