| # Frame constants | |
| N_columns = 2 | |
| N_floors = 5 | |
| N_nod_tot = (N_floors + 1) * N_columns | |
| N_par_nod = 3 | |
| N_par_tot = N_nod_tot * N_par_nod | |
| N_ele_tot = N_floors * (2 * N_columns - 1) | |
| N_nod_ele = 2 | |
| N_par_ele = N_par_nod * N_nod_ele | |
| N_tot_bound = 6 | |
| N_plots = 3 | |
| # Number of points for plotting | |
| N_discritizations = 10 | |
| # Distance between nodes in meters | |
| X_dist = 4 | |
| Y_dist = 3 | |
| # Columns 40x40 and beams 30x35 in cm | |
| width_beam = 0.3 | |
| height_beam = 0.35 | |
| width_column = 0.4 | |
| height_column = 0.4 | |
| # Horizontal load on columns and angle in kN and degrees | |
| po = 100 | |
| theta = 0 | |
| # Unit weight and elastic modulus in kN/m^3 and kN/m^2 | |
| unit_weight = 78.5 | |
| elastic_mod = 21*10**7 |