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  1. LISTDATA                                                                        
  2. NEW-PROB      4         1NATURAL FREQUENCY OF A STEEL CANTILEVER BEAM           
  3. NODE-INP      4                                                                 
  4.          1        0.        0.                                                  
  5.          3       10.        0.                        1                         
  6.          4        0.       10.                                                  
  7.                                                                                 
  8. ELEMENTS      2                                                                 
  9.     1    2    1    2    4                             1                         
  10.     2    2    2    3    4                             1                         
  11.                                                                                 
  12. M-CONSTR                                                                        
  13.     1    4    3FIX  NM                                                          
  14.     2    3    1FIX  DXDZRXRY                                                    
  15.                                                                                 
  16. BEAM-TYP                                                                        
  17.          1        21    0.0625                               0.0003255 0.0003255
  18.                                                                                 
  19. MATERIAL                                                                        
  20.         21              30.E06                                                  
  21.                                                                                 
  22. LOADS---                                                                        
  23.     3   -1       10.                                                            
  24.                                                                                 
  25. PRINT---                                                                        
  26. EXECUTE-                                                                        
  27.