$title
  "barra em balanco, L=200cm"
 $no_meshes
   1
 $mesh_name
   "4 elementos de 3 nós e 7 GDL por nó"
 $space_dimension
   3
 $element_shape
   Linear
 $element_no_nodes
   3
 $no_dof_per_node
   7
 $no_elements
   4
 $element_names_and_connectivities
   1  vlasov_rod_3   1  2  3   
   2  vlasov_rod_3   3  4  5  
   3  vlasov_rod_3   5  6  7  
   4  vlasov_rod_3   7  8  9  
 $element_attributes  !(material, geometry, initial stress, local system)
   1     1   1   0    1
   2     1   1   0    1
   3     1   1   0    1
   4     1   1   0    1
 $no_materials
   1
 $materials  !(name, E, G)
   1  linear_elastic_rod     20000.   8000.  !(units must be consistent)
 $no_geometries
   1
 $geometries    !  A, I11, I22, It, I12, G1, G2, S1, S2, Iw  
   1  vlasov_elastic_rod_section    27.3  1057.0  159.0  6.9  0.0  0.0  0.0  0.0  0.0  7814.0
 $no_initial_stresses
   0
 $no_element_local_systems
   1
 $element_local_systems  !(name, vector)
   1  vlasov_rod_local_system   1.0  0.0  0.0   
 $no_nodes
   9
 $nodal_coordinates  
   1   0.00E+00   0.00E+00     0.0   
   2   0.00E+00   0.00E+00    25.0   
   3   0.00E+00   0.00E+00    50.0   
   4   0.00E+00   0.00E+00    75.0   
   5   0.00E+00   0.00E+00   100.0   
   6   0.00E+00   0.00E+00   125.0   
   7   0.00E+00   0.00E+00   150.0   
   8   0.00E+00   0.00E+00   175.0   
   9   0.00E+00   0.00E+00   200.0   
 $nodal_dof_codes  ! Ux,Uy,Uz,THETAx,THETAy,THETAz,p
   1  1 1 1 1 1 1 1  
   2  0 0 0 0 0 0 0
   3  0 0 0 0 0 0 0  
   4  0 0 0 0 0 0 0
   5  0 0 0 0 0 0 0 
   6  0 0 0 0 0 0 0  
   7  0 0 0 0 0 0 0
   8  0 0 0 0 0 0 0  
   9  0 0 0 0 0 0 0
 $no_load_sets
   1
 $load_name
  "forca concentrada na ponta e carregamento distribuido no vao"
 $no_loaded_elements !(set = 1)
   4
 $element_forces   !(element,qx,qy,qz,mx,my,mz,b) (on global system)
   1  0.0  -0.002  0.0  0.0  0.0  0.0  0.0
   2  0.0  -0.002  0.0  0.0  0.0  0.0  0.0
   3  0.0  -0.002  0.0  0.0  0.0  0.0  0.0
   4  0.0  -0.002  0.0  0.0  0.0  0.0  0.0
 $no_loaded_nodes    !(set = 1)
   1
 $nodal_forces  !(node,Fx,Fy,Fz,Mx,My,Mz,B) (on global system)
   9   0.0  -5.0  0.0  0.0  0.0  0.0  0.0
 $no_prescribed_nodes !(set = 1)
   0
 $no_runs
   1
 $run_name
  "static analysis"
 $run_type_variables  !(problem_type, analysis_type, algorithm_type)
   statics   incremental    Newton   
 $kinematics   ! (linear, second_order or exact)
   exact      
 $initial_conditions
   absent
 $no_steps
   1
 $step_control_variables !(step, no_substeps, final_time, final_factor, approach_crit_state, autom_step_length)
   1   20   1.0   10.0   yes   yes
 $output_control_variables "(output_format, print_results)
   GiD_format   every_substep
 $end