Расчет пространственных железобетонных и стальных многоэтажных рам при нессиметричном загружении эксплуатационной нагрузкой, страница 6

|            Загpужения: 1 2                                                                       |

|          12  2      A -25.7558  .000149  .599299  .218094  3.15785 -1.12636                     

|            Загpужения: 1 2 4                                                                     |

|   10  1   2  2      A -26.9739 -.122376 -7.92679  3.66395 -.395111 -.263579                     

|            Загpужения: 1 2 3 4                                                                   |

|           4  1      A -9.00395 -.13589  -9.04254  4.23252 -.20667  -.138393                     

|            Загpужения: 1 3                                                                       |

|           6  2      A -32.611  -.000075  .402444 -.272055 -.400057 -.265759                      

|            Загpужения: 1 2 4                                                                     |

|   10  2   2  2      A -26.0748 -.122376 -.703955  2.75361  .197942 -.263579                     

|            Загpужения: 1 2 3 4                                                                   |

|           5  1      A -8.10485 -.13589  -.653862  3.22103  .104714 -.138393                     

|            Загpужения: 1 3                                                                       |

|           6  2      A -31.712  -.000075 -.209681 -.272055  .1979   -.265759                     

|            Загpужения: 1 2 4                                                                     |

|   10  3   1  1      A -7.20575 -.13589   5.45669  2.20955  .4161   -.138393                      

|            Загpужения: 1 3                                                                       |

|           2  2      A -30.8129 -.000075 -.821806 -.272055  .795858 -.265759                     

|            Загpужения: 1 2 4                                                                     |

----------------------------------------------------------------------------------------------------

----------------------------------------------------------------------------------------------------

|                            РАСЧЕТНЫЕ  СОЧЕТАНИЯ В ЭЛЕМЕНТАХ ТИПА 10                             

----------------------------------------------------------------------------------------------------

|Элем|Сеч|Kpт|СТ|Кp/Ссм|   N        Mk       My       Qz       Mz       Qy                        

----------------------------------------------------------------------------------------------------

|          30  1      A  .120417          -1.97962  1.95596                                        

|            Загpужения: 1                                                                         |

|   15  2   1  2      A -1.8094   .004236  3.39791  3.22108 -.20599   .201281                     

|            Загpужения: 1 2 3 4                                                                   |

|           9  1      A -2.08038  .000223  2.42786  3.54203 -.22869   .223517                     

|            Загpужения: 1 3                                                                       

|          12  1      A  .239743  .004483  2.37185  .216422 -.000188  .000129                     

|            Загpужения: 1 4                                                                       |

|          30  1      A  .120417           1.19909  .157768                                        

|            Загpужения: 1                                                                         |

|   15  3   1  1      A -2.08038  .000223  10.3593  1.74383 -.899241  .223517                      

|            Загpужения: 1 3                                                                       |

|           2  1      A  .239743  .004483 -1.91897 -3.08027 -.000575  .000129                     

|            Загpужения: 1 4                                                                       |

|          30  1      A  .120417          -1.02219 -1.64043                                       

|            Загpужения: 1                                                                         |

|   16  1   2  2      A -.165796  .004138 -8.66701  3.87248  .356377  .110674                     

|            Загpужения: 1 2 3 4                                                                   |

|           4  1      A -.994331 -.000357 -8.55762  3.88715  .396389  .123043                      

|            Загpужения: 1 3                                                                       |

|           9  2      A -.908963  .004138 -7.84696  3.67741  .356377  .110674                      

|            Загpужения: 1 3 4                                                                     |

|          12  1      A  .037221  .004955 -1.2603   1.69892 -.000414 -.000071                     

|            Загpужения: 1 4                                                                       |

|          17  1      A  .885194          -2.14764  1.90429                                        

|            Загpужения: 1 2                                                                       |

|          23  2      A -.145786 -.000322 -8.64556  3.86225  .35675   .110738                     

|            Загpужения: 1 2 3                                                                     |

|          30  2      A  .78261   .00446  -2.07797  1.89284 -.000372 -.000064                     

|            Загpужения: 1 2 4                                                                     |

|   16  2   1  1      A  .037221  .004955  1.14726 -.099278 -.000199 -.000071                     

|            Загpужения: 1 4                                                                       |