****calcul
 ***mesh plane_stress
  **file beam2D.geof

 ***resolution 
  **sequence 
   *time 1. 
   *increment 1
   *ratio 0.1
 ***bc
  **impose_nodal_dof
    left U1 0. 
    left_mid U2 0.
    right U1  function 0.05*y; time
 %**impose_nodal_dof
 %  left U1 0. 
 %**linear_rotation right (0. 0. 1.) (0. 0. 0.) 10. time;

 ***material
   *file elastic.mat

 ***output
  **test elastic_sig11_left.test
   *plot
   *liset_var left Y sig11 
  **component sig11 eto11 eto22 eto33
****return

****post_processing
***global_post_processing
 **file node
 **nset left
 **process torque 
  *point (0.,0.) 
  *direction (0.,0.,1.)
****return