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  1. PROBLEM 2.2  BEAM WITH ELASTIC SUPPORTS AND A HINGE                             
  2.     6    2    1                                            1    3          386.4
  3.     1    1    1   -1   -1   -1    1                                             
  4.     2                                               12.                         
  5.     3                                     24.       12.                         
  6.     4    1    1                   1       24.                                   
  7.     5                                     54.       12.                         
  8.     6    1    1    1    1    1    1       54.                                   
  9.     2    3    2    2    1                                                       
  10.     1   4.32E+6       0.3                                                       
  11.     1     0.125                            1.     0.263     0.263               
  12.     2     0.175                            1.     0.193     0.193               
  13.                                                                                 
  14.                                                                                 
  15.                                                                                 
  16.     1                 2.5                                     7.5               
  17.                       2.5                                    -7.5               
  18.     2                -7.5                                  -56.25               
  19.                      -7.5                                   56.25               
  20.     1    2    3    4    1    1                              
  21.     2    3    5    4    1    1    2                               
  22.     3    4    3    2    1    2    1                          1                  
  23.     7    2                                                                      
  24.                                                                                 
  25.     2    1                   1                                   1200.          
  26.     5    6                   1                                   1200.          
  27.                                                                                 
  28.         1.                                                                      
  29.     1    2                             1   -1                                   
  30.                                                                                 
  31.