>> Direct_truss nodes = 3 2 1 2 e = 1 Ka = 80000000 -80000000 -80000000 80000000 T_a = 0.6000 -0.8000 0 0 0 0 0.6000 -0.8000 KA = 28800000 -38400000 -28800000 38400000 -38400000 51200000 38400000 -51200000 -28800000 38400000 28800000 -38400000 38400000 -51200000 -38400000 51200000 e = 2 Kb = 50000000 -50000000 -50000000 50000000 T_b = 1 0 0 0 0 0 1 0 KB = 50000000 0 -50000000 0 0 0 0 0 -50000000 0 50000000 0 0 0 0 0 F = 0 0 0 -20000 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 78800000 -38400000 0 0 0 0 -38400000 51200000 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 -20000 0 0 U = 1.0e-03 * 0 0 -0.3000 -0.6156 0 0 1.0e+04 * React = 1.5000 0 0 0 -1.5000 2.0000 e = 1 U_a = 1.0e-03 * 0 0 -0.3000 -0.6156 Ua_bar = 1.0e-03 * 0 0.3125 Ra_xy = -15000 20000 15000 -20000 Ra_bar = -25000 25000 e_a = 1.2500e-04 s_a = 25000000 e = 1 U_b = 1.0e-03 * 0 0 -0.3000 -0.6156 Ub_bar = 1.0e-03 * 0 -0.3000 Rb_xy = 1.0e+04 * 1.5000 0 -1.5000 0 Rb_bar = 1.0e+04 * 1.5000 -1.5000 e_b = -1.5000e-04 s_b = -1.5000e+07 >> >> truss_el_force_value Read 3 mesh coordinate pairs Read 2 elements with 2 nodes each 1 1 1 >> truss_el_force_value Read 3 mesh coordinate pairs Read 2 elements with 2 nodes each fmax = 25000 fmin = -15000 f_scale = 25000 1 1 1 >> truss_el_force_value Read 3 mesh coordinate pairs Read 2 elements with 2 nodes each fmax = 25000 fmin = -15000 f_scale = 25000 f_scale = 50000 1 1 1 >> diary