A perfectly straight column 
loaded with an excentricity of 10 mm 
   see NODELINE command in file "sect_axial.tem"
   see NODELOAD command in this file
Note: similar results would be obtained with:
   "NODELINE 0.14  0." in the .TEM file
   NO bending moment applied at the ends of the COLUMN in this file.
                                                                                
     NNODE   21
      NDIM    2
                                                                       
   NDOFMAX    3
   
    NCORES    2                                                                 
                                                                                  
    STATIC   PURE_NR	! Mechanical calculation, quasi-static model, Pure Newton-Raphson
     NLOAD    1		! 1 load vector (can contain several loads)
   OBLIQUE    0		! No oblique support             
  COMEBACK        1.    ! COMEBACK procedure will be used until the time step is less than 1 s.                                    

      NMAT    2                                                                 

  ELEMENTS                                               
      BEAM   10    1	! 10 beal finite elements, 1 section type
        NG    2		! 2 points of integration on the length of each F.E.
    NFIBER  242		! The section is divide into 242 fibres (=121 x 2, see example 1).    
  END_ELEM                                                                                

     NODES                                                                      
      NODE    1   0.00000   0.00000		! X to the right, Y upward
     GNODE   21   0.00000   4.00000    1        ! Automatic generation from node 1 to node 21      

 FIXATIONS                                                                      
     BLOCK    1        F0        F0        NO	! Node  1 must follow the function F0 for displacement in X and Y.
     BLOCK   21        F0        NO        NO	! Node 21 must follow the function F0 for displacement in X.
   END_FIX

 NODOFBEAM                                                                      
sect_axial.tem		! name of the .TEM file for the first section type
 TRANSLATE    1    1    ! local material # (in the .TEM file), global material # (in this file)      
 TRANSLATE    2    2    ! local material # (in the .TEM file), global material # (in this file)       
END_TRANS                     
                                                           
ELEM     1    1    2    3    1		! elem. #, nodes 1, 2 and 3, section type
GELEM   10   19   20   21    1    2     ! Automatic generation from elem. 1 to elem 10 with a node increment of 2

 PRECISION     1.E-4
 MAX_DISPL	0.50			! Arbitrary value                                                            

     LOADS                                                                      
  FUNCTION     FLOAD	! this funciton mutiplies the values of the load vector (=max(t/20);1)
 DISTRBEAM    1        0.  -2.250E3		! 2250 N/m in the -Z direction on elem. 1
GDISTRBEAM   10        0.  -2.250E3    1        ! Automatic generation from elem. 1 to elem. 10        
  NODELOAD   21        0.  -1000.E3    10.E3	! Load of 1000 kN and a moment of 10 kNm
  NODELOAD    1        0.      0.E3   -10.E3	! Moment of -10 kNm because the excentrivity is applied at both ends.
  END_LOAD                                                                               

 MATERIALS                     
SILCON_ETC	! SILiceous CONcrete of EN1992-1-2 with Explicit Transient Creep
                 0.2     25.E6          0.     0.	! Poisson, fc(in N/mē), ft, non reversible
STEELEC3EN      ! Steel of EN1993-1-2                                                                      
    210.E9       0.3   500.0E6       1200.     0.	! Poisson, E(in N/mē), Temperature for irreversible behaviour, loss of yield strength beyond this temperature
    
      TIME                                                                      
                  5.       20.	! 4 steps of 5 s until 20 s (time for loading, see command "FUNCTION"
                 16.      600.
   ENDTIME
                                                                         
     EPSTH			! Thermal expasion considered (could be NOEPSTH)
                                                                           
    OUTPUT                                                                      
 TIMEPRINT     
            1.    600.		! Output created every second
END_TIMEPR
   PRINTMN                                                                      
PRINTREACT                                                                      
PRNEPSMBM    5    2
PRNSIGMABM   5    2
PRINTET      5    2