>> New_2D_Frame Read 3 nodes. (Echo of file msh_bc_xyz.tmp) bc_flag, x-, y-coordinate 111 0 120 000 120 120 010 120 0 Read 2 elements (Echo of file msh_typ_nodes.tmp) (ignored) type & 2 nodes each. 1 1 2 1 2 3 Applied Displacement Boundary Conditions: 4 (Echo of file load msh_ebc.tmp) Node, DOF (1=u, 2=v, 3=r), Value. 1 1 0 1 2 0 1 3 0 3 2 0 (Echoing file msh_properties.tmp) Properties for element 1 Area (m^2) = 10 Elastity modulus (N/m^2) = 3e+07 Moment of inertia (m^4) = 100 Line Load (N/m) = [ 83.3333 83.3333 ] Mass per unit length (kg/m) = 0 s_L = 1.0e+08 * 0.0250 0 0 -0.0250 0 0 0 0.0002 0.0125 0 -0.0002 0.0125 0 0.0125 1.0000 0 -0.0125 0.5000 -0.0250 0 0 0.0250 0 0 0 -0.0002 -0.0125 0 0.0002 -0.0125 0 0.0125 0.5000 0 -0.0125 1.0000 s_L / 250000 = 10.0000 0 0 -10.0000 0 0 0 0.0833 5.0000 0 -0.0833 5.0000 0 5.0000 400.0000 0 -5.0000 200.0000 -10.0000 0 0 10.0000 0 0 0 -0.0833 -5.0000 0 0.0833 -5.0000 0 5.0000 200.0000 0 -5.0000 400.0000 c_L' = 1.0e+04 *[ 0 0.5000 10.0000 0 0.5000 -10.0000] S_e = 1.0e+08 * 0.0250 0 0 -0.0250 0 0 0 0.0002 0.0125 0 -0.0002 0.0125 0 0.0125 1.0000 0 -0.0125 0.5000 -0.0250 0 0 0.0250 0 0 0 -0.0002 -0.0125 0 0.0002 -0.0125 0 0.0125 0.5000 0 -0.0125 1.0000 s_L / 250000 = 10.0000 0 0 -10.0000 0 0 0 0.0833 5.0000 0 -0.0833 5.0000 0 5.0000 400.0000 0 -5.0000 200.0000 -10.0000 0 0 10.0000 0 0 0 -0.0833 -5.0000 0 0.0833 -5.0000 0 5.0000 200.0000 0 -5.0000 400.0000 C_e' = 1.0e+04 *[ 0 0.5000 10.0000 0 0.5000 -10.0000] Properties for element 2 Area (m^2) = 10 Elastity modulus (N/m^2) = 3e+07 Moment of inertia (m^4) = 100 Line Load (N/m) = [ 0 0 ] Mass per unit length (kg/m) = 0 s_L = 1.0e+08 * 0.0250 0 0 -0.0250 0 0 0 0.0002 0.0125 0 -0.0002 0.0125 0 0.0125 1.0000 0 -0.0125 0.5000 -0.0250 0 0 0.0250 0 0 0 -0.0002 -0.0125 0 0.0002 -0.0125 0 0.0125 0.5000 0 -0.0125 1.0000 s_L / 250000 = 10.0000 0 0 -10.0000 0 0 0 0.0833 5.0000 0 -0.0833 5.0000 0 5.0000 400.0000 0 -5.0000 200.0000 -10.0000 0 0 10.0000 0 0 0 -0.0833 -5.0000 0 0.0833 -5.0000 0 5.0000 200.0000 0 -5.0000 400.0000 S_e = 1.0e+08 * 0.0002 0 0.0125 -0.0002 0 0.0125 0 0.0250 0 0 -0.0250 0 0.0125 0 1.0000 -0.0125 0 0.5000 -0.0002 0 -0.0125 0.0002 0 -0.0125 0 -0.0250 0 0 0.0250 0 0.0125 0 0.5000 -0.0125 0 1.0000 s_L / 250000 = 0.0833 0 5.0000 -0.0833 0 5.0000 0 10.0000 0 0 -10.0000 0 5.0000 0 400.0000 -5.0000 0 200.0000 -0.0833 0 -5.0000 0.0833 0 -5.0000 0 -10.0000 0 0 10.0000 0 5.0000 0 200.0000 -5.0000 0 400.0000 C_e' = 0 0 0 0 0 0 S_assembled/250000= 10 0 0 -10.0000 0 0 0 0 0 0 0.0833 5 0 -0.0833 5 0 0 0 0 5.0000 400 0 -5.0000 200 0 0 0 -10 0 0 10.0833 0 5 -0.0833 0 5 0 -0.0833 -5 0 10.0833 -5 0 -10 0 0 5.0000 200 5.0000 -5.0000 800 -5.0000 0 200 0 0 0 -0.0833 0 -5 0.0833 0 -5 0 0 0 0 -10.0000 0 0 10 0 0 0 0 5.0000 0 200 -5.0000 0 400 Resultants of all input sources: Node, DOF (1=x_force, 2=y_force, 3=couple), Value 1 2 5000 1 3 100000 2 2 5000 2 3 -100000 Totals = 1.0e+03 *[ 0 10.0000 0] S_for_bc/250000 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 10.0833 0 5 -0.0833 0 0 0 0 0 0 10.0833 -5 0 0 0 0 0 0 5.0000 -5.0000 800 -5.0000 0 5 0 0 0 -0.0833 0 -5 0.0833 0 0 0 0 0 0 0 0 0 0 200 0 0 0 5.0000 0 200 -5.0000 0 -5 0 0 0 0 0 0 0 1 0 0 0 0 5.0000 0 200 -5.0000 0 400 Calculated Displacements: Node U_disp V_disp Rotation at 3 nodes 1 0 0 0 2 0 0.0015 -0.0010 3 -0.1178 0 -0.0010 Recovered Reactions at Displacement BC: 4 Node, DOF (1=x_force, 2=y_force, 3=couple), Value 1 1 0 1 2 -6257.79 1 3 -150935 3 2 -3742.2 Total forces and couple = 1.0e+05 *[ 0 -0.1000 -1.5094] >> quit