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  1. NEW-PROB     11           BUCKLING ANALYSIS PROBLEM                             
  2. NODE-INP      3                                                                 
  3.          1      20.0      20.0                                                  
  4.          2      20.0       0.0                                                  
  5.          3      0.0      0.0                                                    
  6.                                                                                 
  7. ELEMENTS      2                                                                 
  8.     1    1    2    1                                  1                         
  9.     2    1    3    1                                  1                         
  10.                                                                                 
  11. M-CONSTR                                                                        
  12.     1    3          DZNR                                                        
  13.     2    3          NM                                                          
  14.                                                                                 
  15. MATERIAL                                                                        
  16.         21               1.0E6                           0.1                    
  17.                                                                                 
  18. TRUS-TYP                                                                        
  19.          1        21       1.0                                                  
  20.                                                                                 
  21. LOADS---                                                                        
  22.     1    1               -20.0                                                  
  23.                                                                                 
  24. PRINT---           1    1                                                       
  25. EXECUTE-                                                                        
  26.