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Text File  |  1987-04-21  |  3.8 KB  |  48 lines
  1. LISTDATA                                                                        
  2. NEW-PROB      0          PROBLEM 2.2  BEAM WITH ELASTIC SUPPORTS AND A HINGE    
  3. AMBIENT-                                                                        
  4.  0.0      386.0                                                                 
  5. NODE-INP      6                                                                 
  6.          1                                                                      
  7.          2            12.0                                                      
  8.          3  24.0       12.0                                                     
  9.          4  24.0                                                                
  10.          5  54.0      12.0                                                      
  11.          6  54.0                                                                
  12.                                                                                 
  13. ELEMENTS      3                                                                 
  14.     1    2    2    3    4                             1    1                    
  15.     2    2    3    5    4                             1    1                    
  16.     3    2    4    3    2                             2    2         1          
  17.                                                                                 
  18. BOUNDARY                                                                        
  19.     2    1                  ND                                   1.2D3          
  20.     5    6                  ND                                   1.2D3          
  21.                                                                                 
  22. M-CONSTR                                                                        
  23.     1    6          DZRYRX                                                      
  24.     1    4    3     DXDYRXRZ                                                    
  25.     6               DXDYRXRZ                                                    
  26.                                                                                 
  27. BEAM-TYP                                                                        
  28.          1        21    0.1250                     1.0       .26300    .26300   
  29.          2        21   0.17500                     1.0       0.19300   0.19300  
  30.                                                                                 
  31. BEAM-SEC                                                                        
  32.          1 1.0       1.0       1.0       1.0       1.0       1.0                
  33.          2 1.0       1.0       1.0       1.0       1.0       1.0                
  34.                                                                                 
  35. MATERIAL                                                                        
  36.         21              4.32D6 0.3                                              
  37.                                                                                 
  38. END-RELS                                                                        
  39.          1         0         1                                                  
  40.                                                                                 
  41. LOADS---      1         0                                                       
  42.     3    1+1.5625   -7.500                                  -56.25000           
  43.     4    1+3.4375                                           -11.25              
  44.     5    1          -7.500                                     +56.250          
  45.                                                                                 
  46. PRINT---           1    1                                                       
  47. EXECUTE-                                                                        
  48.