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  1. LISTDATA                                                                        
  2. NEW-PROB      6         3 VPROB54: SEISMIC RESPONSE OF A 3-STORY FRAME          
  3. NODE-INP      5                                                                 
  4.          1  0.0         0.0     0.0                                             
  5.          4  0.0         432.0   0.0                   1                         
  6.          5   -12.0       0.0       0.0                                          
  7.                                                                                 
  8. M-CONSTR                                                                        
  9.     1    4          DYDZNR                                                      
  10.     1    5    4     NM                                                          
  11.                                                                                 
  12. ELEMENTS      4                                                                 
  13.     1    2    1    2    5                             1                         
  14.     2    2    2    3    5                             4                         
  15.     3    2    3    4    5                             5                         
  16.     4    7                                                                      
  17.                                                                                 
  18. BEAM-TYP                                                                        
  19.          1        21  10.0      0.0       0.0       10.0     10.0       12442.0 
  20.          4        21  10.0      0.0       0.0       10.0     10.0       8294.0  
  21.          5        21  10.0      0.0       0.0       10.0      10.0     4147.0   
  22.                                                                                 
  23. MATERIAL                                                                        
  24.         21             30.0E+6                                                  
  25.                                                                                 
  26. LOADS---                                                                        
  27.     2    0  8000.0                                                              
  28.     3    0  8000.0                                                              
  29.     4    0  4000.0                                                              
  30.                                                                                 
  31. PRINT---                                                                        
  32. EXECUTE-                                                                        
  33.     1              1                                                            
  34.          1  1.0                                                      2          
  35.     *** SEISMIC RESPONSE OF A 3-STORY FRAME ***                                 
  36.     4  1.0                                                                      
  37.  0.125     0.10                                                                 
  38.  0.50      1.6                                                                  
  39.  2.5       8.0                                                                  
  40.  100.0     8.0                                                                  
  41.