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  1. LISTDATA                                                                        
  2. NEW-PROB      5         1 TRANSIENT RESPONSE TO A CONSTANT FORCE W.FINITE RISE T
  3. NODE-INP      4                                                                 
  4.          1                            9.                                        
  5.          2                120.        9.                                        
  6.          3                240.        9.                                        
  7.          4        8.      120.        9.                                        
  8.                                                                                 
  9. ELEMENTS      2                                                                 
  10.     1    2    1    2    4                             1    1                    
  11.     2    2    2    3    4                             1    1                    
  12.                                                                                 
  13. M-CONSTR                                                                        
  14.     1    3    2     DZDY                                                        
  15.     1    3    1     RYRZDXDY                                                    
  16.     4               NM                                                          
  17.                                                                                 
  18. BEAM-TYP                                                                        
  19.          1        21  29.6519                          800.6     800.6     800.6
  20.                                                                                 
  21. BEAM-SEC                                                                        
  22.          1                           9.0       9.0                              
  23.                                                                                 
  24. MATERIAL                                                                        
  25.         21               3.0E7        .3                  0.                    
  26.                                                                                 
  27. LOADS---                                                                        
  28.     2        25.9067                                                            
  29.                                                                                 
  30. PRINT---                                                                        
  31. OUTPUT--                                                                        
  32. EXECUTE-                                                                        
  33.     1    0    0  100    1      .001                                             
  34.     2    3    1        1.                                                       
  35.                                                                                 
  36.                                                                                 
  37.     3    1000.0 DYNAMIC LOAD                                                    
  38.    0.0   0.0  .075   20.   .10   20.                                            
  39.     2                                                                           
  40.     2    3                                                                      
  41.                                                                                 
  42.     2                                                                           
  43.     2   16   17                                                                 
  44.                                                                                 
  45.