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  1. LISTDATA                                                                        
  2. NEW-PROB      4    5    5PROBLEM 2.3 - DYNAMIC ANALYSIS OF A 3-D STRUCTURE      
  3. NODE-INP     18                                                                 
  4.          1          10.                                                         
  5.          2          10.       17.25                                             
  6.          3          18.625                                                      
  7.          4          18.625    8.625                                             
  8.          5          18.625    17.25                                             
  9.          6  8.625   18.625                                                      
  10.          7  8.625   18.625    17.25                                             
  11.          8 18.625   18.625                                                      
  12.          9 18.625   18.625    17.25                                             
  13.         10 27.255   18.625                                                      
  14.         11 27.255   10.0                                                        
  15.         12 27.255   18.625    17.25                                             
  16.         13 27.255   18.625     8.625                                            
  17.         14 27.255   10.0      17.25                                             
  18.         15                                                                      
  19.         16 27.255                                                               
  20.         17 27.255             17.25                                             
  21.         18                    17.25                                             
  22.                                                                                 
  23. M-CONSTR                                                                        
  24.    15   18          NM                                                          
  25.                                                                                 
  26. ELEMENTS     18                                                                 
  27.     1    2   15    1   16                            21                         
  28.     2    2   16   11   15                            21                         
  29.     3    2   17   14   18                            21                         
  30.     4    2   18    2   17                            21                         
  31.     5    2    1    3   16                            21                         
  32.     6    2   11   10   15                            21                         
  33.     7    2   14   12   18                            21                         
  34.     8    2    2    5   17                            21                         
  35.     9    2    5    4   18                            21                         
  36.    10    2    4    3   18                            21                         
  37.    11    2    3    6   15                            21                         
  38.    12    2    6    8   15                            21                         
  39.    13    2    8   10   15                            21                         
  40.    14    2   10   13   16                            21                         
  41.    15    2   13   12   16                            21                         
  42.    16    2   12    9   17                            21                         
  43.    17    2    9    7   17                            21                         
  44.    18    2    7    5   17                            21                         
  45.                                                                                 
  46. MATERIAL                                                                        
  47.         21              27.9D6 0.3                                              
  48.                                                                                 
  49. BEAM-TYP                                                                        
  50.         21        21  1.0745310.5372657 0.5372657 1.331494  0.665747  0.665747  
  51.                                                                                 
  52. LOADS---                                                                        
  53.     1     8.94223E-38.94223E-38.94223E-3                                        
  54.     2     8.94223E-38.94223E-38.94223E-3                                        
  55.     3     2.53816E-22.53816E-22.53816E-2                                        
  56.     4     8.94223E-38.94223E-38.94223E-3                                        
  57.     5     2.53816E-22.53816E-22.53816E-2                                        
  58.     6     8.94223E-38.94223E-38.94223E-3                                        
  59.     7     8.94223E-38.94223E-38.94223E-3                                        
  60.     8     8.94223E-38.94223E-38.94223E-3                                        
  61.     9     8.94223E-38.94223E-38.94223E-3                                        
  62.    10     2.53816E-22.53816E-22.53816E-2                                        
  63.    11     8.94223E-38.94223E-38.94223E-3                                        
  64.    12     2.53816E-22.53816E-22.53816E-2                                        
  65.    13     8.94223E-38.94223E-38.94223E-3                                        
  66.    14     8.94223E-38.94223E-38.94223E-3                                        
  67.                                                                                 
  68. PRINT---                                                                        
  69. EXECUTE-                                                                        
  70.