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  1. NEW-PROB     11    1    1 BUCKLING ANALYSIS OF SQUARE PLT. `QUD. ELE.!          
  2. NODE-INP     81                                                                 
  3.          1                                                                      
  4.          9  100.0                                     1                         
  5.         10            12.5                                                      
  6.         18  100.0     12.5                            1                         
  7.         19            25.0                                                      
  8.         27  100.0     25.0                            1                         
  9.         28            37.5                                                      
  10.         36  100.0     37.5                            1                         
  11.         37            50.0                                                      
  12.         45  100.0     50.0                            1                         
  13.         46            62.5                                                      
  14.         54  100.0     62.5                            1                         
  15.         55            75.0                                                      
  16.         63  100.0     75.0                            1                         
  17.         64            87.5                                                      
  18.         72  100.0     87.5                            1                         
  19.         73           100.0                                                      
  20.         81  100.0    100.0                            1                         
  21.                                                                                 
  22. ELEMENTS     64                                                                 
  23.     1    6    1    2   11   10                       21    1                    
  24.    64    6   71   72   81   80                       21    1              1    9
  25.                                                                                 
  26. M-CONSTR                                                                        
  27.     1   81    1FIX  RZ                                                          
  28.     1          FIX  DY                                                          
  29.     1   73    9FIX  DXDZ                                                        
  30.     2    9    1FIX  DZ                                                          
  31.    18   81    9FIX  DZ                                                          
  32.    74   80    1FIX  DZ                                                          
  33.                                                                                 
  34. THIK-TYP                                                                        
  35.          1   2.0                                                                
  36.                                                                                 
  37. MATERIAL                                                                        
  38.         21          30000000.0  0.33                                            
  39.                                                                                 
  40. LOADS---                                                                        
  41.     9    1   -6.25                                                              
  42.    18    1   -12.5                                                       72    9
  43.    81    1   -6.25                                                              
  44.                                                                                 
  45. PRINT---                                                                        
  46. EXECUTE-                                                                        
  47. STOP----           
  48.