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  1. LISTDATA                                                                        
  2. NEW-PROB      0    1     PROB. 3-1  TORSION OF A SQUARE BEAM                    
  3. NODE-INP     40                                                                 
  4.          1     1500.      -75.      -75.                                        
  5.         33        0.      -75.      -75.              8                         
  6.          2     1500.        0.      -75.                                        
  7.         34        0.        0.      -75.              8                         
  8.          3     1500.       75.      -75.                                        
  9.         35        0.       75.      -75.              8                         
  10.          4     1500.       75.        0.                                        
  11.         36        0.       75.        0.              8                         
  12.          5     1500.       75.       75.                                        
  13.         37        0.       75.       75.              8                         
  14.          6     1500.        0.       75.                                        
  15.         38        0.                 75.              8                         
  16.          7     1500.      -75.       75.                                        
  17.         39        0.      -75.       75.              8                         
  18.          8     1500.      -75.        0.                                        
  19.         40        0.      -75.        0.              8                         
  20.                                                                                 
  21. M-CONSTR                                                                        
  22.     1   32    1FIX  NR                                                          
  23.     2   30    4FIX  DZ                                                          
  24.     4   32    4FIX  DY                                                          
  25.    33   40    1FIX  NM                                                          
  26.                                                                                 
  27. ELEMENTS     32                                                                 
  28.     1    3   10    2    1    9                       21    1                    
  29.     7    3   16    8    7   15                       21    1              1     
  30.     8    3    9    1    8   16                       21    1                    
  31.     9    3   18   10    9   17                       21    1                    
  32.    15    3   24   16   15   23                       21    1              1     
  33.    16    3   17    9   16   24                       21    1                    
  34.    17    3   26   18   17   25                       21    1                    
  35.    23    3   32   24   23   31                       21    1              1     
  36.    24    3   25   17   24   32                       21    1                    
  37.    25    3   34   26   25   33                       21    1                    
  38.    31    3   40   32   31   39                       21    1              1     
  39.    32    3   33   25   32   40                       21    1                    
  40.                                                                                 
  41. THIK-TYP                                                                        
  42.          1       3.0                                                            
  43.                                                                                 
  44. MATERIAL                                                                        
  45.         21       0.0    7.5E00 0.3                                              
  46.                                                                                 
  47. LOADS---      0    0                                                            
  48.     1    1                0.25     -0.25                                        
  49.     2    1                0.50      0.00                                        
  50.     3    1                0.25      0.25                                        
  51.     4    1                0.00      0.50                                        
  52.     5    1               -0.25      0.25                                        
  53.     6    1               -0.50      0.00                                        
  54.     7    1               -0.25     -0.25                                        
  55.     8    1                0.00     -0.50                                        
  56.                                                                                 
  57. PRINT---                                                                        
  58. EXECUTE-                                                                        
  59.