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Text File  |  1987-06-15  |  2.2 KB  |  28 lines
  1. LISTDATA                                                                        
  2. NEW-PROB      6         1SEISMIC RESPONSE OF A BEAM STRUCTURE                   
  3. NODE-INP     10                                                                 
  4.          1        0.                                                            
  5.          9      240.                                  1                         
  6.         10        0.       10.                                                  
  7.                                                                                 
  8. ELEMENTS      8                                                                 
  9.     1    2    1    2   10                             1    1                    
  10.     8    2    8    9   10                             1    1              1     
  11.                                                                                 
  12. M-CONSTR                                                                        
  13.    10          FIX  NM                                                          
  14.     1    9    8FIX  NDRXRY                                                      
  15.     2    8     FIX  DXDZRXRY                                                    
  16.                                                                                 
  17. BEAM-TYP                                                                        
  18.          1        21  273.9726                                 333.333   333.333
  19.                                                                                 
  20. MATERIAL                                                                        
  21.         21              30.E06                          .282                    
  22.                                                                                 
  23. BEAM-SEC                                                                        
  24.          1        7.                                                            
  25.                                                                                 
  26. PRINT---                                                                        
  27. EXECUTE-                                                                        
  28.