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  1. LISTDATA                                                                        
  2. NEW-PROB      0          STATIC ANALYSIS DEFLECTION OF A HINGED SUPPORT         
  3. NODE-INP      3                                                                 
  4.          1       0.0       0.0              0    R                              
  5.          2  155.8854      90.0                                                  
  6.          3  311.7708       0.0                                                  
  7.                                                                                 
  8. ELEMENTS      2                                                                 
  9.     1    1    1    2                                  1                         
  10.     2    1    2    3                                  1                         
  11.                                                                                 
  12. M-CONSTR                                                                        
  13.     1    3    2FIX  NM                                                          
  14.     2          FIX  DXDZNR                                                      
  15.                                                                                 
  16. MATERIAL                                                                        
  17.         21       0.0    30.E06       0.3                 0.0                    
  18.                                                                                 
  19. TRUS-TYP                                                                        
  20.          1       21.       0.5                                                  
  21.                                                                                 
  22. LOADS---      0    0                                                            
  23.     2    1       0.0    5000.0       0.0       0.0       0.0       0.0          
  24.                                                                                 
  25. PRINT---                                                                        
  26. EXECUTE-                                                                        
  27.